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HomeMy WebLinkAbout301 Appaloosa Ct - BR03-000827 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY ADDRESS PHONE NUMBER tW 1 1 • ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE l SUBDIVISION la A Came ell cd-wjo% PERMITA ' DATE PERMIT DESCRIPTION 9mmw CC PERMIT VALUATION Ito i SQUAREFOOTAGE ill i O CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the b4ldj,ng located at 301 APPALOOSA CT for which permit 03-00000827 has heretofore been issued on 1/13/03 has been completed according to plans and specifications filed in the office of the Building//Offic'al rigr t the issuance of said building permit, to wit as JYIJ) f icomplies with all the building, plumbing, electrikal, zon'ng 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 BUILDING: Finaled L"'o ZONING: Inspected UTILITIES: Water Lines In Ll Y'- 01('&X Meter Set Reclaimed Water FIRE: Inspected Sewer Lines In Sewer Tap ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Storm Sewer Street Work DESCRIPTION WATER - SEWER IMPACT FEES 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 01- OPEN SPACE Street Lights Driveway FEES PAID DATE APPROVAL DATE AMOUNT 1 28 03 1/ 13/03 2/ 19/03 1/ 22/03 1/ 13/03 1/ 13/03 1/ 13/03 1/ 13/03 10. 00 10. 00 10. 00 10. 00 10. 00 59. 27 54. 00 279. 61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 301 APPALOOSA CT for which permit 03-00000827 has heretofore been issued on 1/13/03 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-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 1/13/03 1/13/03 1/13/03 1/13/03 1/13/03 1/13/03 1/13/03 91.93 11.45 847.00 11.45 1384.00 650.00 1700.00 U(R Ao Flor, /P Li4ha OWNER BUILDING OFFICIAL / DATE CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: Dater The undersigned hereby applies for a permit to install the following equipment: Owner's Name: Address of Job: as Mechanical Contractor: Residential Non -Residential Amount Nature of Work: 3 QQ Job Valuation: Application Fee: S10.00 TOTAL DUE: / r By signing this application. I am stating that I a in com Mechanical Code. with C4v of Satfford M Applicant Si nature ` ROBER C. DEILO RUSSO CACO32,448State License Number REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE -Lk — \ (:N PERMIT # ADDRESSt SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fema Rec'd Public Works Utilities Conditions: (to be completed only If approval is conditional) Cert. of Elev. Rec'd Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE"""" DATE -(-I — PERMIT # ADDRESS ; -O\- S UA- SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering n'n ohsPublicWorks_ y I o . Q:, Utilities Conditions: (to be completed only I/ approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE L1— \ (Z!; PERMIT # bQq SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fema Rec'd Public Works Cert. of Elev. Rec'd Utilities Bldg. Inspector Apprvd lb o3 Conditions: (to be completed only If approval is conditional) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresJuly31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION Forinsuranoe Cargany Use: BUILDING OWNER'S NAME Policy NumberD.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number301FRIESANWAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 52, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: Cj GPS (type): 1P - ##' - ##.#fP 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. STATESEMINOLECOUNTY120294SEMINOLEFLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) ' ZaneA0, use depth of flooding) 0045 n4A I l.__ — E 4/17,95 4/171% AE 24.6 u — "-0- uIc JUU11 6 VI u ICDdbu rluW ciuvdaun tort) data orcase H000 depth entered In b9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 0 Other (Describe): B12. Is thebuilding 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 arebased on: Construction Drawings' . Building Under Construction' ® Finished Construction A new Elevation Certificate will be requiredwhenconstruction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones At-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A , ARIAH, ARIAO Complete Items C3.-a4 below aooading to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in Section B, convertthe datum tothat usedfor the BFE. Show fieldmeasurements and datum conversion calculation. Use the space provided or theComments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 29. 6 ft(m) o b) Top of next higher floor N/A. tL(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) o d) Attached garage (top of slab) 29. 2 ft(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Conmtents area) o f) Lowest adjacent (finished) grade (LAG) 27.7 ft.(m) o g) Highest adjacent (finished) grade (HAG) 28. 5 ft(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o ) 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 date available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001 CERTIFIER'S NAME: WIUJAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE320E. SOUITHIPST SNAW 4. A ORLANDO FL 32801 SIGNATURE DATE TELEPHONE 4/16J03 (407) 426.7979 FEMA Form 81-31, JUL 00 SEE REV RSE 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 (Indudug Apt, Unit, Suile, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Polly Number 301 FRIESAN WAY CITY STATE ZIP CODE CanSANFORDFL parry NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information fora LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(am) 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.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oormmunity/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 (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssuedor community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinanceto 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 architectwho is authorized by state or local law to certify elevation information. (Indicate the sauce and date of the elevation data in the Comments area below.) G2. A communityofficial completed Section E for a building located in Zone A (without a FEMA4ssued or oommunity4ssued BFE) or Zone AO. G3. The followinginformation (Items G4-G9) is provided for communityfloodplain management purposes. Ua. rtKM m NUnnertK I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachmentsFEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 52, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1"= 30' GRAPHIC SCALE 0 15 30 O A= 89'42' 16" R=25.00' L=39.14' CB=N45'33'34"E C=35.26' PLATTED AS FRIESAN WAY PI KNOWN AS APPALOOSA COURT CENTERLINE OF AEI 21• 50' RIGHT OF WAY RIGHT OF WAY 8'4g• S70455• PT R.100.00. Jps9, F L.32.85' CB'S80'10'38-E PC POINT ONC32.70 589'35'18"E - PLAT BOUNDARY B 56.21' / 3 CENTERLINE OF 49.56'' RIGHT OF WAY589.35'18E 77. WALK IS 1.0' OFF 1 16.0- .' 10' UTILITY EASEMENT. In N CONCRE TE. ' I N89'17'34"W 25.00' y0 I 22.5' DRI.VEWAY.' n 19.7' 12.4' 20.0' COVERED I I ENTRY I I Ld J U I W I ONE STORY l i f3' N Z 1 CONCRETE BLOCK- RESIDENCE FINISH FLOOR ;. CL i NOT PLATTED U;'• 111iYI I W , v ELEVATION-29.58 p W o PER THIS PLAT Lv 3 W 1m 301 APALOOSA COURT y d CV OJ I IZ Q O O r- IOIOf FN Z 4 c I I I in Ln L I 10. D 1 Fr-+ i.1• I J ia, i COVEREQPpnOr. 46 29.7' I 05 U W I 1 I 12.4' I N IN g I I A. I LOT 52 N z 5' DRAINAGE EASEMENT 1 j NOTE. I THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE PC CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 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 04-11-03. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE AE, 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 SOUTHERLY LINE OF LOT 52 BEING N 89'35'18" W PER PLAT. FIELD DATE:) 01/13/03 REVISED: SCALE: I" = 30 FEET FINAL 04-11-03/CKB APPROVED BY: WRM FORMBOARD 01-23-03/CC ASM32977 PLOT PLAN 12-17-02 JMI JOB NO. TRIAL PLOT PLAN 11-25-02 JML N89'35' 18"W I o I 75.00' 1 3nl I TRACT F 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. BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA LEGEND Q FND NAIL & DISC LB 14671 (04-11-03) O FND 1/2" IRON ROD AND CAPLB14671 (04-11-03) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENCIH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION 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. F RIDA ADMINISTRATIVE CODE PURSUANT TO PTER 472.027. FLORIDA tit FOR THE IRM FEDERAL EMERGENCY MANAGtMEN I Atitrv, r U.IVI. b. INU. oUo —1 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION -CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For I= ranoe Company Use: Policy Number BUILDING OWNER'S NAME D.R. HORTON HOMES Company NAIC NumberBUILDINGSTREETADDRESS (including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 301 APPALOOSA COURT STATE ZIP CODE CITY FL SANFORD PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 52, BAKERS CROSSING, PHASE 1BUILDINGUSE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: USGS Quad Map Offer. N#° - HN' - Nq.NIV' or 0.q 0#11 NAD 1927 Cl NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 83.STATE B1. NFIP COMMUNITY NAME & COMMUNITY NUMBEK SE I FLORIDA SEMINOLE COUNTY 12D294 S MAP AND PANEL B5. SUFFIX I 41 FIRM INDEX DATE I EFFECTIVEIRE ED DATE 188. FLOOD ZONE(S) I (Zone A0, use der NUMBER E p E 24.5' OD45 17195 4117195 B10. Indicate the sourceof the Base Flood Elevation (BFE) data orbase flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System CBRS area or Olherwise Proteded 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 tothe building for which this certificate is being completed -see Pages 6and 7. Ifno 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/A1-A30, ARIAH, AR/AOCompleteItemsC3.-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 inSectionBconvertthedatumtothatusedfortheBFE. Showy field measurements and datumconversion calculation. Use the space provided or the Comments area of Section 0 or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appearon the FIRM? Yes ® No o a) Top of bottom floornducting basementor enclosure) i P.M (m ) n o b) Top of next higher floor o c) Bottom of lowest haizontal structural member (V zones only) N/A. ft.(m) NIA . ft.(m) 0 0 0 d) Attached garage (topof slab) 29. 2 ft.(m) w CSC o e) Lowest elevationof machinery and/or equipment servicing the building (Describe in a Comments area) 29.0 ft.(m) 7 4 v o f) Lowest adjacent (finished) grade (LAG) 27.7 fi.(m) Z N o g) Highest adjacent (finished) grade (HAG) 28 5 fL(m) 0 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 0sq. in. (sq. crn) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that an befalsestatementma unishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WIWAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME : AMERICAN SURVEYING & MAPPING, INC. STATE ZIP CODE ADDRESS ORTMLANDO FL 32801 320 E. SOUTH ST T. 80 TELEPHONE SIGNATURE DATE 4116N3 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Urfk Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX N0. 301 APPALOOSA COURT STATE ZIP CODE CITY FL SANFORD SFrTION D - SURVEYOR, ENGINEER, OR ARCHRECT CERTIFICATION (CO Copy both sides of this Elevation Certificate for (1) community, official, (2) insurance agendcompany, and (3) building owner. COMMENTSELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL IS AN AIC For Insurance Company Use: Policy Number Company Check here 9 attachments T.,.nr in nimr; ELEVATION INFORMATION (SURVEY NOT REQUIRED) FUK cunt NV w.I --•. • •- - - f LOMA or LOMR F For Zone AO and Zone A (without BFE), complete items E1 through E4. If the Elevation Certificate is intended foruse as supporting m.orrm = a a Section C must becompleted. completed - seepages 6and 7Itthebuildingforwhichthiscertificateisbeing If no diagram accurately E1. Building Diagram Number _(Select the building diagram most semi ar orepresentsthebuilding, providea sketch a photograph.) rabove a C] below (ch 3c k one) the highest adjacent grade. (Use E2. The top of the bottom floor (including basement a enclosure) of the building is _ ft.(m) _ n •( ) natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the nexthigher floor aelevated floor (elevation b) of the building is _ fL(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on frontof form. E4. For Zone AOonly: If no flood depth number is available, is the lop of the me i ed in with the OD units floodplain management ordinance ection G. Yes No Unknown. The local oficlal must this informaSECTION F -PROPERTY OWNER (OR OWNER'S REPRESEN11 T11ATIVE) CERTIFICATION 11 i only), and E for Zone A (without a FE The property ownera ownersauthorized representative who completes Sections A, B, C (Items C3.h and C3MA issued or community issued BFE) or Zone AOmust sign here. The statements in Sections A, B, C, and E are correct to thebest of my rnmn1.IA\AC OWNERS SIGNATURE CTA Check here 9 attachments SECTION OWE. COMMUNITY INFORMATION (OPTIUNAL) The local official whois authorized by law orordinance to administer thecommunity'sfloodplain management ordinancecan complete SectionsA, B, C (a E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. by G1. The information in Section C was taken from other documentation that has been signedel data a licensed surveyor, area below.engineer, a architect who's authorized y state a local law to certifyelevation information. (Indicate the source and date ofthe aabuildinglocatedinZoneA (without a FEMAwissued a community G2. A community officialcompleted Section E fissued BFE) a Zone A0. G3. The following information (Items G4-G9) is provided for community floodplain management Pub DATE CERTIFICATE OF COMpugN ZEJOCCUPANCY ISSUED G5. DATE PERMIT ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or ( in Zone AO) depth of flooding at the building site is: NAME SIGNATURE 11ILL ft.( m) Datum: ft.(m) Datum: — Check here if attachments FEMA Form 81- 31, JUL00 REPLACES ALL PREVIOUS EDITIONS PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 52, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" = 30' GRAPHIC SCALE 0 15 30 O 6= 89'42' 16" R=25.00' L=39.14' CB=N45'33'34"E C=35.26' PLATTED AS FRIESAN WAY PI KNOWN AS APPALOOSA COURT CENTERLINE OF 50' RIGHT OF WAY RIGHT OF WAY 8'49'21' O qS SJ• PT R`100.00' J9 f L.32.85' y^., CB.SBO.1O'38'E PC POINT ONC•32.70' S89'35'18'E PLAT BOUNDARY 56.21' --- S CENTERLINE OF I_ 49.56' RIGHT OF WAY . lc\ :.:S89'35'18"E...... 1 0! I m 0 N _-N89'17_34'W I 25.W- W J , LL.I NF4 U L N .. w 3 DO J I. I O Q , O p Z ' oL. OJ1 1 I- T, J U W , N s I I I NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REOUIREMENTS SET FORTH IN THE PG CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 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 04-11-03. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE AE, 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 SOUTHERLY LINE OF LOT 52 BEING N 89'35'18" W PER PLAT. FIELD DATE:) 01/13/03 I REVISED: SCALE: I" = 30 FEET APPROVED BY: WRM JOB NO. ASM32977 FINAL 04-11-03/CKB FORMBOARD 01-23-03/CC PLOT PLAN 12-17-02 JML IKIAL FLU[ FLAN II-LJ-UL JML r :.: _, -,.. li WALK IS 4 1.0' OFF 16.0' 1 10' UTILITY EASEMENT. N II CONCRETE,I DRIVEWAY:' 19.7' 12.4' 22.5'. n i 20.0' COVERED I ENTRY I1 II1 O II II ONE STORY 1 Z Z CONCRETE BLOCK RESIDENCE a I N _ NOT PLATTED I FINISH FLOOR ELEVATION-29.58 O o PER THIS PLATZi1301APPALOOSACOURTid- N O 7 I O1 OoIIN0 10.0 22.8' COVERED i fah I PA 110, a' 29.7 12.e' I1 ry 1 LOT 52 II I I 5' DRAINAGE EASEMENT 1 a 1---------- N89'35'18"W 75.00' 3nl ; TRACT F 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. BUILDING SETBACK LINE CENTERLINE g—g RIGHT OF WAY LINE EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK Ct CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON LEGEND Q FND NAIL & DISC LB #4671 (04-11-03) FND 1/2 IRON ROD AND CAP 0 LB 14671 (04-11-03) CNA CORNER NOT ACCESSIBLE o DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE 10 IDENTIFICATION 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 q--11-03 AMERICAN SURVEYING & MAPPING FOR CERTIFICATION OF AUTHORIZATION NUMBER LB16393 THE 320 EAST SOUTH STREET, SUITE 180ISFIRM ORLANDO. FLORIDA r PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 52, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" = 30' GRAPHIC SCALE 0 15 30 LOT 52 CONTAINS 8086 SQUARE FEET t THIS STRUCTURE CONTAINS 2190 SQUARE FEET t TOTAL CONCRETE 569 SO. FT. t TOTAL SOD 5327 SO. FT. t 0 E:! c: I(1 ( InKI 3 C / J MUST BE 16" ABOVE CROWN OFnADJACEPJ"ROAD UNLESS PI FRIESAM' '4" ' vI~Rm%gromuvCD 4-18'49'21 - nPT ' o' 50' RIGHT Of WAY y. ca'58010',Tg•E PC PONT ON t _ _ / S89'35'IB•E - &PLAT BOUNDARY I uI I I CENTERLINE OF RIGHT OF WAY A a N89'17-34 It 1 25.00' - W J I U I. Of w r Iw J ; VOMN U')N00:t n I^ O Z O nA--89'42 16 W I^ I R=25.00' N L=39.14' s CB=N45'33'34"E C=35.26' MINIMUM LOT WIDTH 1 FRONT: 25' REAR: 20' SIDE: 5' 1 CORNER: 15' I PC 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 120294 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE AE. AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON ITHESOUTHER-.Y LINE OF LOT 52 BEING N 89'35'1B" W PER PLAT. FIELD DATE:) SCALE: I = 30 FEET APPROVED BY: WRM JOB NO. - DRAWN S' ASM32977 REVISED: PLAN 12-17-02 PLOT PLAN 11-25-02 FIT 5-2-01 JML 56.21 3 ' 49.56' S89'35'18"E ' lo' unuTY EA NY nri 19.7'..... 12.4' 22.5' 20.0' COVERED i 88 ENTRANCE II I A/C I 1 I 1 PROPOSED I N I 1749 FINISHED FLOOR 59.3"! ELEVATION-29.1 vI I w 4' O I I p1IIZN I I I 39.7' 10 p i I 10.0' I I P b I 29.7' 22.8' I 12.4' I II , LOT 52 DRAINAGE TYPE B w II 5' DRAINAGE EASEMENT ----7 N89'35'18"W 75.00' TRACT F NOT PLATTED PER THIS PLAT 1III II1 i I LEGEND BUILDING SETBACK LINE MLW CENTERLINE Poe RIGHT OF WAY LINE POL X PROPOSED ELEVATION PCC POC PROPOSED DRAINAGE FLOW ORPO CONCRETE A LLBLANDSURVEYINGBUSNESSC.B. LS LAND SURVEYOR PCPRMPERMANENTREFERENCEMONUMENTP, PCP PERMANENT CONTROL POINT PRCP) PER PLAT PT M) MEASURED TYP C) FND CALCULATED FOUND CBW C CONCRETE WALK RP S SIDEWALK 2p' CONCRETE PAD CgPBPLATBOOKCPGSPAGESROSO. FT. SOUARE FEET MOD AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE PONT OF COMPOUND CURVATURE PANT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOIE:: DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY MODIFIED 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRIC'00NS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED F.XCFPT AS SHOWN. J. NOT VALID WTH^-UT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12-1`7-OZ FOR THELlvmFIRM WILLIAM R. dUSCATtLL0 R. 7SM#4928 DATE MIC MiTek' December 19, 2002 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 333314627 USA Fax (954) 680 4395 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 : I4277162 thru I4277179. Total : 18 drawings. Job :DR I749A vct R Builder :MASTERPIECE HOMES Location :BAKERS CROSSING County :SEMI.NOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 18 Truss drawing. 2) Truss Index. December 19, 2002 Junaidie Budiman, PE The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1749A Trusses included=18 0,"\DR1749A\aAre" 14277162 1,"\DR1749A\aI1Are" 14277163 2,"\DR1749A\a13.tre" 14277164 3,"\DR1749A\a15.tre" 14277165 4,'\DR1749A\a17.Ve" 14277166 5,"\DR1749A\a19Are" 14277167 6,"\DR1749A\a7.tre" 14277168 7,"\DR1749A\a9Are" 14277169 8,"\DR1749A\agab.tre" 14277170 9,"\DR1749A\cAre" 14277171 1 0,"\DR1 749A\cgab.tre" 14277172 11,"\DR1749A\d.tre" 14277173 12,"\DR1749A\dgab.tre" 14277174 13,"\DR1749A\ Are" 1 4277175 14,"\DR1749A\k.tre" 14277176 15,"\DR1749AU.tre" 14277177 16,"\DR1749A\m.tre" 14277178 17,"\DR1749A\s.tre" 14277179 v i 110 via yt : NO.45161 STATE OF IA-4 December 19, 2002 A WARMNO - T/erlfy design parameters and READ NOTES ON 7WS AND REVERSE SME BEFORE USE. Design valid for use only with MiTek connector. This design Is based onry upon parameters shown, and is fa an Individual building component to be tnstoned and loaded veftlooly. AppB¢ablty of design parameter and proper Incorporation of component is responslbilty of building designer - not trun designer. Bracing shown is fix lateral support of Individual web members onry. Additional temporary bracing to Insure stability during construction is the responslbl0fy of the erector. Additional permanent brbcing of the overall structure is the responsIbOy of the building desgner. For general guidance regarding fabrication, quality control. stooge, delivery, election and bracing, consult QST-EB Quality Standard, DSB-89 Bracing Spectflcatim and HIB-91 Handling Installing and Bracing Recommendation available from Truss fate Institute. 5a3D'OnohloDrive, Madison, WI53719. M! 0 MiTeke Symbols Numbering System AGeneral 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 l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c3 other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; , ; Q joint and embed fully. Avoid knots and wane plates 1/e" from outside edge of a a y at joint locations. truss and vertical web. o a 4. Unless otherwise noted, locate chords lacesP o at 114 panel length(' 6" from adjacent joint.) ce C, u BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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, PE TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. - CLIP FORM018,019 a owti ® MMRO,A/R Job Truss Truss Type Oty Ply HORTON 14277162 DR1749A A ROOF TRUSS 18 1 optional) ACCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page 1 7-0-9 13.5-4 19-10-0 26-2-12 32-7-7 39-8-0 40-6.011-0-p 1.0.0 7-0-9 6-4-12 6-4-12 6-4-12 6-4-12 r 7-0-9 1.0-0 Scale • 117.2 s,e = 5 5.00 12 3 4 s 3 •a c 4 e s m % 5,e a 3 r 2 Fill e US = 14 13 12 11 10 3oe = 3 4 = 34 = US = IS = 3.4 = 10-2-14 19-10-0 29-5-2 39-8-0 10.2-14 9.7-2 9-7-2 10-2-14 Plate Offsets Y : 2:0-4-2 0-1-8 3:03-003-0:030 0-3-08:0.4-2 0-1-8 LOADING (psf) SPACING 2-0-0CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.61 10-12 >764 BCLt 0. 0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-13 oc pur ins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/ size) 2=1936/0-", 8=1936/0-" Max Harz 2=222(load case 4) Max Uplift2=- 1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=3676, 3-4=3316, 45=-2334, 5-0=-2334, 6-7=3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3- 14=-406, 4-14=538, 4-12=-855, 5-12=1322, 6-12=-855, 6-10=538, 7-10=-406 NOTES (4) 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 1009 lb uplift at joint 2 and 1009 lb uplift at joint 8. 4) Truss Engineer. Junaidie Budimen, PEt/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. It 91 LOADCASES Standard t : No. 45161 STATE OF t o R anraLA WAJUaNG - Vert& design pasasnecere and READ NOTES ON THIS AND REVERSE SWE BEFORE loss. Design valid for use only with Miles connectors. 7hb design Is based only upon parameters shown, and Is fa on Individual building component to be Installed and boded ventrally. Applicability of design parameters and proper trncorporatbn of component b responsilHllty of building designer - not truss designer. Bracing shown b for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillly of the erector. AddBbnal permanent brbctng of the overall structure Is the responslbilUy of the building designer. For general guidance regarding fabrication, quality conhol. storage, deWery, erection and bracing, consuR 0117-88 Quality Standard, DSB-89 Bracing SpecUlcailon, and HIS-91 MiTek® Handling InstallingandBracingRecommendationavailablefromTrussFlareinstitute. 583 D'Onohb Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 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 ATTHE LOWEST JOINT MRek/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 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 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. WM PANEL jM 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 {o 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 HyDRO.AIRO Job Truss Truss Type Oty Ply HORTON 14277183 DR1749A A11 ROOFTRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page 1 lt-0.0 5-9-14 11 0-0 16-10-11 22.9-5 2841-0 33-10.2 39-8-0 44$ 0 1-0-0 5-9-14 5-2-2 5-10-11 5-10.11 5.10-11 5-2.2 5-9-14 1.0-0 scam • 1:65.1 se= 2rA II 5 e 7 5.00 u 2.4 NN 2a4,9 3 5zzZ! 2 9 1 dd1 3X5 = 18 15 14 13 12 11 3m = 3a4 = 34 = 3 8 = 3.4 = M = 30 B-3-14 16-10-11 22-9-5 31-4-2 39-8-0 8-3-14 8-6-13 5-10-11 8-6-13 8-3-14 Plate Offsets MY): 2:0-4-2 0-1-8 4:0-3-00-2-4 6:0-3-00-3-0:0-0-00-2-49:0-4-2 0-1-8 LOADING(psq SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.38 14 >999 M1120 249/190 TCDL 7.0 Lumber increase 1.33 BC 0.84 Vert(TL) -0.60 14-16 >783 BCLIi 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-73 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1936/0-8-0.9=1936/048.0 Max Horz2=-134( load case 5) Max Uplift2=-954( load case 2). 9=-954(toad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 23=3797, 3-4=3521, 45=3773, 5-6=3773, 6-7=3767, 7-8=3521, 8-9=3797, 9-10=14 BOT CHORD 2- 16=3465, 15-16=3039, 14-15=3039, 13-14=3780, 12-13=3039, 11-12=3039, 9-11=3465 WEBS 3-16=- 292, 4-16=420, 4-14=934, 5-14=-426, 6-14=-9, 6-13=-427, 7-13=925, 7-11=420, 8-11=-292 NOTES (5) 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 954 lb uplift at joint 2 and 954 lb uplift at joint 9. D c `.» [ 3 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 3=11. LOAD CASE(S) Standard C3 No. 4.5161 0 i STATE OF r 41t 0 R t0,.h''. tL AWARM O - Ver{ fy design pammtters and R&W NOTES ON TMS AND RE VEMM SIDE BEFORE USE. Design valid for use only with MRek connectors. this design b based only upon parameters shown, and b for on hdWuol building component to be Installed and boded vedicaRy. Applicability of design parameters and proper Incorporation of component Is responslblAty, of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary braehg to Insure dablRty, during construction Is the responslblRty of the erects. Additional permanent bfbchg of the overall structure Is the responslbmty of the bulidhg designer. For general guidance regarding fabrication, quality conhol, storage, deRvery, erection and bracing, consu8 QST-BB Ouaflly Standard, DSI.89 Bracing Spectflooikx% and HIB-91 M iTe k® Handling tndalWv and /rocbng Recommendation avolable from Truss Plot* b ate Institute, 593D'OnohDrive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2a other. O WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , QK, ; ' ; joint and embed fully. Avoid knots and wane plates/a" from outside edge of O_ a V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP I14at panel length(+ 6" from adjacent joint.) ca, C, u 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. Comber Is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensionsPLATESIZEshownindicateminimumplatingrequirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. In all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 1 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 engineer. M iTek®. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMRO,AIIR0 Job Truss Truss Type City Ply HORTON 14277164 DR1749A A13 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:56:21 2002 Page 1 11 0 Q 6-9-14 13-0-0 17-6-11 22-1.5 2641-0 32-1D-2 39-" 4D 8 p 1-0-0 6-9-14 6-2-2 4-6-11 4-6-11 4-6-11 6-2-2 6-9-14 1-0-0 sw1. • 1:68.1 Se= 3x4 = 30 = Sre = 4 5 e 7 5A0 12 3.4 i 3.4 3 e d 2 1 dBtgRj _dd_ dt 3 = Is 14 13 12 11 34 20 II 54 = 3.4 = Sx8 = 2.411 6.9.14 13-0-0 19-1D-0 1_ 26-8-0 32-1D-2 39-8-0I 6-9-14 6-2-2 B-10-0 6-10-0 6-2-2 6-9-14 Plate Offsets KY): : 2:0-4-2 0-1-8 4:0-3-0 0-2-4:0-M 0-2-4 9:0-4-2 0-1-8 12:0-2-12 03-014:0-2-12 0-3-0LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.6 Plates Increase 1.33 TC 0.71 Vert(LL) 0.32 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.51 13-14 >923 BCLL1 0.0 Rep Stress Incr YES W B0.59 Horz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.1-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2--1936/0-", 9=1936/0-8-0 Max Horz2=-154(load case 5) Max Uplift2=- 925(load case 4), 9=-925(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=3771, 3-4=3114, 45=-2874, 5.8=3237, 6-7=-2874, 7-8=3114, 8-9=3771, 9-10=14 BOT CHORD 2-15=3448, 14-15=3448, 13-14=3209, 12-13=3209, 11-12=3448, 9-11=3448 WEBS 3- 15=127, 3-14=-634, 4-14=799, 5-14=-523, 5-13=74. 6-13=74, 6.12=523, 7-12=799, 8-12=-034, 8-11=127 NOTES (5) 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;MW FRS 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 925 lb uplift at joint 2 and 925 lb uplift at joint 9. p IF-135) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. r LOAD CASE(S) Standard No. 45161 t O =.. STATEOF , SNAL AwAmwo - ver{ fy deetyn panumtem and R&w Noras oN Tws Arm itsvmw smts siryom uss. Design valid rot use only with Mifek connectors. This design b based only upon parameters drown, and Is for an Individual building component to be Installed and loaded vertically_ Applicability of design parameters and proper Incorporation of component Is tesporlsib0fy or building designer - not truss designer. Bracing shown is lot Iatetal support of individual web members only. Additional tempotary btochg to Insure dob0ly during construction Is the respon0billty of the ereetot. Addltlonal permanent btbctng of the overall shucture Is the responsb0ty of the buOdlrg deslgnet. For general guidance regotdhg fabrication, quality aanttol, storage, delivery, erection and bracing, consult QST-W Quality Standard, DSB-89 Bracing Specl leatkx% and HIB•91 M iTe k® Handling InstallingandBracingRecommendationavailablefromTruttRateinstitute, 363 D'Onohb Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1 rry 1 rr 0 a"'*For 0 4 x 2 orientation, locate plates 1/8" from outside edge of a0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 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® . FORM016,019HYDRO,AIIRO AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /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, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14277165 DR1749A A15 ROOF TRUSS 1 1 Optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 1 11-0-p 7-9-14 15-0-0 19-10-0 24-" 31.10.2 39-8-0 40-8T 1-041 7-9-14 7-2-2 4-10-0 4-10-0 7-2.2 7-9-14 1-041 Scab • 1:68.1 bA = 5ra = s.ao t2 5 8 5re 54 3 2 8 _} Oldd_ d 1 34 = 13 12 11 10 US = 2.411 54 = 2.411 7-9-14 15 0 0 24-" 31-10-2 39-" 7-9-14 7-2-2 9-" 7-2-2 7-9-14 Plate Offsets MY): 2:0-4-2 0-1-0 3:030 03-4 4:03-00-2-4 6:030 0-2-4:03-00-3.4 8:0-4-2 0-1-8 t 1:0-4 0 030 12:0- 0 03-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. Plates Increase 1.33 TC 0.88 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.62 11-12 >758 BCLb 0. 0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed. 13 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOTCHORD Rigid ceiling directly applied or 4-113 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2X4SYP No.3 REACTIONS (lb/size) 2=1936/0.8-0, 8=1936/0-8-0 Max Horz2=-174( load case 5) Max Uplift2=-953( load case 4), 8=-953(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 23=3673, 3-4=-2887, 45=-2669, 5-6=-2669, 6-7=-2887, 7-8=3673, 8-9=14 BOT CHORD 2- 13=3363, 12-13=3359, 11-12=2803, 10-11=3359, 8-10=3363 WEBS 3-13= 147,3-12=-767,4-12=668,5-12=-220,5-11=-220,6-11=668,7-11=-767,7-10=147 NOTES (5) 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,MW FRS 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 953 Its uplift at joint 2 and 953 lb uplift at joint `Dif- 13 4/ 8. 5) TrussEngineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. l F /eq...• A Q LOAD CASE(S) Standard No.45161 0 . SPATE OF a 1AL A WARMO - Ver( fjf design pasnsnetere and R&W NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mlfek 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 tesponsli'My of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to insure slobBity during construction is the responslbUlty of the asocial. Additional permanent bracing of the overall structure is the iesponslbillty of the building designer. Fos general guidance regarding fabrication, qualify contsoL storage, delivery. erection and bracing, consult CST-511 Quality Standard, 031-89 Bracing Specftatbn, and HIB-91 M iTek® Handling Wa ndtallinandBracingRecommealionavailablefromTrussRoteInstitute, 50 D'Ononb Drive, Madison. Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2a other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ¢ joint and embed fully. Avoid knots and wane from outside edge oflattruss d ti o_ at joint locations. truss and vertical web. a d a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from uC? C6 panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 JB 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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016. 019 ffMR0-AIR Job Truss Truss Type CITY Ply HORTON 14277166 DR1749A A17 ROOFTRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 11-0-0 6-1-3 11-6-10 17-0-0 22-8-0 28-1-6 33$13 39-6-0 40 8 p 1-0-0 6-1-3 5-5-6 5-5-6 5-" 5-5-6 5-5-6 8-1-3 1-0-0 Scab • 1:6e.1 US = &S _ 5 6 30 3.4 4 5A i r - _ 5.00 12 h 3 B 2 B 1 d 1 y_y 3xe = 1e 15 14 13 12 11 US _ U4 = 3)dB = US = 20 = 34 = 30 = 8-9-14 17-0-0 22-8-0 30.10-2 39-" 8-9-14 8-2-2 5-e-o 8-2-2 8-9-14 Plate Offsets Y : 2:0.4-2 0-1-8 3:03-00-3-05:030 0-2-4 6:0-5-12 0-2-8 8:03-0OS-0 9:0-4-2 0-1-8 LOADING(psq SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) -0.27 13 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.51 11-13 >924 BCW 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 list LC LL Min Vdefl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-03 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7.8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Harz2=-194( load case 5) Max Uplift2=-978( load case 4), 9=-978(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 23=3768, 3-4=3474, 45=-2650, 5-0=-2457, 6-7=-2650, 7-8=3474, 8-9=3768, 9-10=14 BOT CHORD 2- 16=3440, 15-16=2991, 14-15=2991, 13-14=2457, 12-13=2991, 11-12=2991, 9-11=3440 WEBS 3-16= 317, 4-16=439, 4-14=-723, 5-14=610, 6-14=0, 6-13=610, 7-13=-723, 7-11=439, 8-11=317 NOTES (5) 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; parlially,MWFRS gable endzone; 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 978 lb uplift at joint 2 and 978 lb uplift at joint 9. pT 13 D/ 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Q l IF `• " f" LOADCASE(S) Standard j t : Flo.4. 5161 t,k 1' s STATE OF .- AnvtRMO - Der{ f) deetyn parameter and R&W NOMS ON TMS ern MVERM SIDE Bilf"J E use. 0 Design vaSd 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 vertldolly. Applicob Ity of design parameters and proper tncofporotlon of component Is iesponsRNBty 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 b the iespondbUlty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrloatlon, quality control, storage, delivery, efectlon and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIS-91 M iTek® Handling Installing andBracingRecommendatlonovallabbfromTrussPlateinstitute, 5B3 D'Onohlo Drive, Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS rc3 2. Cut members to bear tightly against eachC: other, o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , Q joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75.91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. 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, jM PANEL erection and installation of trusses. 1993 Mffek Holdings, Inc. CLIP FORM018.019 NYDRO,A11R® Job Truss Truss Type Oty Ply HORTON 14277167 DR1749A A19 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 6-9-3 12-10-10 19-0-0 20-8-0, 26-9-6 32-10-13 39-8-0 40-8-011:4 1.0-0 6-9-3 6-1-6 6-1-6 1-8-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale • 1:68.1 sxe = See = 5 e 5.00 12 3x4 i 3x4 4 7 5A 4 5x8 3 e 2 B 1 dddd1jj 3x8 = 18 15 14 13 12 11 US = 3.4 = 3x8 = 3x4 = 3x4 = 3x8 = 54 = 9-9-14 19-0-0 20-8-0 29-10-2 39-8-0 9-9-14 9-2-2 1-8-0 9-2-2 9-9-14 Plate Offsets MY): : 2:0-4-2 0-1-8 3:03-00-3-05:03-00-2-4 6:0-3-0 0-2-48:OS-0 03-09:0-4-20-1-0 11:03-00 3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. Plates Increase 1.33 TC 0.57 Vert(LL) 0.34 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1. 33 BC 0.82 Vert(TL) -0.53 11-13 >885 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefi = 360 Weight: 202 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-115 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. WEBS 2 X 4 SYP No. 3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2=1936/0- 8-0, 9=1936/0-8-0 Max Horz 2=214(load case 4) Max Uplift2=-1002(load case 4), 9=-1002(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 23= 3900, 3-4=3540, 45=-2536, 5-6=-2269, 6-7=-2536, 7-8=3540, 8-9=3900, 9-10=29 BOT CHORD 2-16=3488, 15- 16=2909, 14-15=2909, 13-14=2269, 12-13=2909, 11-12=2909, 9-11=3488 WEBS 3-16=-409, 4-16= 560, 4-14=-862, 5-14=663, 6-13=663, 7-13=-862, 7-11=560, 8-11=-409 NOTES (5) 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 1002 lb uplift at joint 2 and 1002 lb uplift at joint9. 113 5) Truss Engineer. Junaidie Budiman, PE# 45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOADCASE(S) Standard J'•• No. 4. 5161 srArE, of ,- aJ IAL AwARma - verM deagn pa, anseters and READ Nons ox'rms Alva mv1SRs6 sms Bzmm use. Design valid for use only wlth MITek connectors. This design b based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b responslbUlty of building designer - not truss designer. Bracing shown Is, for lateral support of Individual web members only. Additional temporary bracing to Insure dablSty during construction Is the responsibility of the erector. Additional permanent briscing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrloatbn, quality control, storage, delivery, erection and bracing, consu8 CST-68 Cua18y Standard, 033-89 tracing Specification, and HIS-91 M iTe k® Handling Installing and IlrocIng Recommendation ovaUbfrbabfromTrussPlateinstitute, 883 D'OnoDrive, Madison. WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. A"1 TOP CHORDS 2, Cut members to bear tightly against eachac other. J5QOWEBZ3. Place plates on each face of truss at each For 4 x 2 orientation, locate o „ Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of O_ a y V at joint locations. truss and vertical web. o0 a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" fromuC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. 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 MMRO,AIRG Job Truss Truss Type Oty Ply HORTON 14277168 DR1749A A7 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 1-0-p 3-9-14 7-0-0 10-ao r 16-e-0 23-0-0 29-a-0 3241-0 35-1D-2 39-ao 4HT 1-0-0 3-9-14 3-2-2 3-4-0 6-4-0 6-4-0 6-4-0 3-" 3-2-2 3-9-14 1-0-0 Snare - 1:55.1 8= _ 6a10 = 74 = Bye = 44 _ 54 5.00 12 4 5 5 7 5 •8 20 rn 17712.4 10 _ 2 11 1 d 1 yy d 4, = 20 19 15 17 10 15 14 13 4X 41 = 7, = U®= 1104 = 44 = SSA = 44 = 44 _ 7.0-0 10 4 0 16-8-0 23.0-0 29-4-0 3241-0 39-6-0 7.04) 3-4-0 64-0 6-4-0 6-4-0 3-4-0 7-0.0 Plate Offsets MY): 4:0-2-12 038 6:04-00-4-8 9:0-2-0034 19:0-4-0 05-4 LOADING (psf) SPACING 2-" CSI DEFL in (loc) VI PLATES GRIP TCLL 30. Plates Increase 1.33 TIC 1.00 Vert(LL) 0.44 16 >794 MII20 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.54 14-16 >640 BCLtr 0. 0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 11 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min Well = 360 Weight: 250 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 2-2-1 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 336 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 7-17 WEBS 2 X 4 SYP No.3 'Except* 2 Rows at 1/3 pis 517 5-17 2 X 4 SYP No.1 D, 7-17 2 X 4 SYP No.1 D, 8-16 2 X 4 SYP No.1 D REACTIONS (Ib/ size) 2=-382/0-8-0, 19=56821041-0, 11=2386/0-" MaxHarz 2=-95(load case 5) Max Uplift2=-706(load case 7), 19=-3785(load case 2), 11=-1452(load case 3) Max Grav2=225(load case 3), 19=5682(load easel), 11=2395(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 23= 1663, 3-4=2040, 4-5=4301, 5-0=-1807, 6-7=-1807, 75=5106, 8-9=5597, 9-10=-4998, 10-11=5157, 11-12=17 BOT CHORD 2-20=-1520, 19- 20=-1844, 18-19=-4301, 17-18=-4301, 16-17=5106, 15-16=5596, 14-15=5596, 13-14=4671, 11-13=4713 WEBS 3-20=-401, 4-20= 893, 4-19=3223, 5-19=3396, 5-17=6677, 6-17=-976, 7-17=3606, 7-16=480, 8-16=536, 8-14=588, 9-14=1215,9-13=773, 10-13= 89 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. n 2) Wind: ASCE 7-98 perFBC2001; 120mph; h=18ft; TCDL=4.2psf: BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. ........... 3) Provide drainage to l F if(,',4'•. adequate prevent water ponding. 4) Providetrusstobearingcapable of withstanding 706 lb uplift at joint 2, 3785 lb uplift at joint 19 ' ;'tVL T(•9 mechanical connection (by others) of plateand1452lbupliftatjoint 11. 5) Girder carries hip end with 7-M end setback .• * No. 45161 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 435.51b up at 325-0, and 603.21b down and 435.5Ib up at 7. 0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. . I 7) Truss Engineer. Junaidie Budiman, PEtf45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Pon STATE OF LOAD CASE(S) Standard • All '•a 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 OR R I;` Uniform Loads (plf) Vv( G• Vert: 1-4=-74.0, 4-9=-154.2, 9-12=-74.0, 2-20=-20.0, 13-20=-41.7, 11-13=-20.0 A ` Concentrated Loads (lb) Vert: 20=-003. 2 13=503. 2 0wARMG - verM design panunetef•e and R&W NOTES ON TWS AND REVERSE sma BAMRE USE. Design va5d for use only with Mtfek connectors. This design Is based only upon parameters shown, and b tot an individual building component to be Installed and baited vertically. Applicability of design parameters and proper Incorporation of component It fesponslbRy of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stab®ty during construction Is the responsibility of the erector. Additional permanent brbetrlg of the overall structure Is the responsR20fty of the building designer. For general guldonce regarding fabrication, quarry contra, storage, delivery, erection and bracing, consult o117-88 Quality standard, Dss-ev Bracing Specification, and HIS-91 M iTek® Handling Installlnq and Bracing Recommendation availablefromTrussPlateinstitute, 583 D'Onohb Drive, Madison, WI5371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachctQ other. c 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/e" from outside edge of O_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from capaneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek®. engineer. 15. Care should be exercised In handling, T~ PAPINELerection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM018. 019 HyDRO.AIR Job ' Truss Truss Type Qty Ply HORTON 14277169 DR1749A A9 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:23 2002 Page 1 4-9-14 9-0-0 16.2-11 23-5.5 3041-0 34-10-2 39-8-0 40-8-p11:20 1-0-0 4-9-14 4-2-2 7.2-11 7-2-11 7-2-11 4-2.2 4-9-14 1-" SUM -1:ee.1 3.4= S.Bo F12s e 2. 4 20 3 e i Z B 3ffi = n 1e 1s 14 13 12 11 34 = 3. 4 = 7X = 3A = 3x4 = 31e = 7.8 = 3.4 = 5. 5-14 10-4-019-10.0 29-" 34-2-2 39-8-0 5- 5-14 4-1D-2 9-" 946-0 4-10-2 5.5-14 Plate Offsets Y : 4:03-0 0-2-4 5:03-003-0:03-00-2-4 LOADING (psf) SPACING 2-0-0 CSIDEFL in (loc) Udefl PLATES GRIP TCLL 30. Plates Increase 1.33 TC 0.80 Vert(LL) 0.13 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.63 Vert(fL) -0.37 12-14 >942 BCLL• 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.04 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-5 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5311 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-16 REACTIONS (lb/size) 2=19/0-". 16=2578/0-8-0, 9=1275/0-8-0 Max Horz 2= 114(load case 4) Max Uplift2=317( load case 7), 16=-1532(load case 2), 9=-837(load case 3) Max Grav2=87( load case 6), 16=2578(load case 1), 9=1289(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 23=723, 3-4=829, 45=1537, 5-6=-1186, 6-7=-1776, 7.8=-2195, 8-9=-2307, 9-10=14 BOT CHORD 2- 17=-658, 16-17=-1135, 15-16=467, 14-15=467, 13-14=1725, 12-13=1725, 11-12=1737, 9-11=2100 WEBS 3-17=- 319, 4-17=546, 4-16=-1211, 5-16=-2384, 5-14=1043, 6-14=-781, 6-12=61, 7-12=117, 7-11=424, 8-11=-224 NOTES (5) 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; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. j r 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 2, 1532 lb uplift at joint 16 *_`9 iF- BilD/ and637 Ibupliftatjoint9. w\LI' •..• •••• •• 5) TrussEngineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. C'4 .• i G LOADCASE(S) Standard No.451s1 0 O ; STATE OF ANAL A WARNMG - Vert;/) design pamunetem and ReAD NOTES ON MS Alva MVXMZ SME Br"JW use. Design valid for use only with Mtfek connectOlL This design is based only upon parameters shown, and is for an Individual building component to be Instolled and boded vertically. Applicability of design parameters and proper Incorporation of component is iesponsR>mty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addltbnal temporary bracing to Insure stability during construction is the respon0blefy of the erector. Additional permanent bibcIng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication• quality conhoL storage, delivery, erection and bracing, consult QST-88 Quality Standard, 01111-69 Srocft Specification, and MIS-91 M iTek® Handling Installing andgracingRecommendationovallablefromTrussPlateinstitute, 563 D'Onofrb Drive. Madison, WI53719. Symbols Numbering System AGeneral 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 the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 8 4 TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS JS Q 3. Place plates on each face of truss at each For01c 4 x 2 orientation, locate i - ,; ; Q joint and embed fully. Avoid knots and wane from outside edge of O d ' V at joint locations. truss atrussandd vertical web. a o 4. Unless otherwise noted, locate chordsplices I/ 4 atpanel length(* 6" from adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 rCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek®. 15. Care should be exercised In handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. - CLIP FORM018. 019 onwa-nuut ® ffMp0,4ZR Job Truss Truss Type Qty Ply HORTON 14277170 DR1749A AGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 7-0-9 13-5.4 19-10-0 26-2-12 32-7-7 39-8-0 40-e-011-0-p 1-04 7-0-9 6-4-12 6-4-12 6-4-12 6-4-12 7-0-9 14-0 Scab • 1:57.2 54 = s s.ao 12 3.4 30 c 4 0 5 SA 3 r 2 El 8 91dd_ y_yd1 3 = 14 13 12 11 10 3A _ U4 3A = U4 = 10.2-14 19-10-0 29-5-2 39-" 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets (X Y): [2:0.4-2,0-1-8], [3:03-0,03-0], [7:03-0,0-3-0], [8:0-3-2,0-1.8], [35:0-0-0,0-0-0], [35:04)-0,0-"], [36:0-0-0,0.0-0], [37:0-",0-"j, [38:0-",0-0-0], [38:0-0-0 04)-0], [39:0-0-0,0-0-0], [40:0-",0-"], [41:0-041,0-"], [42:0-",0-"), [43:0-",0-0-0], [43:040-0,0-0-0], [44:0-",0-0-0], [45:0-M.O- 0], [46:04)-0.04)-0], 47:0-" 0-0-0 48:0-0-00-" 48:0-0-00-M 49:0-" 0-0-050:0-0-0 0.00 51:0-" 0-" 52:04)-0 0-0-053:0-0-00-" 54:0- 0 G!G LOADING (psf) SPACING 2-0- 0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.81 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.61 10-12 >764 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(rL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min Udefl = 360 Weight: 292 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12. 6-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/ 0-8-0, 8=1936/0-8-0 Max Horz2=222(load case 4) Max Uplift2=-1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=-3676, 3-4=3316, 43=-2334, 5-0=-2334, 6-7=3316, 7-8=3677, 8-9=14 BOT CHORD 2-14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=-406, 4- 14=538, 4-12=-855, 5-12=1322, 6-12=$55, 6-10=538, 7-10=406 NOTES (7) 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; parbally,MWFRS gable p end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. `9l— pirJfD, 3) Truss designed for Windloadsintheplaneofthetrussonly. For studs exposed to wind (normal to the face), see MiTek'Standard Gable •••... S ( F End Detail' ' : 4) All are2x4MII20 indicated. plates unless otherwise 5) Gablestudsspacedat 2-" oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1009 lb uplift at joint 2 and 1009 lb uplift at * •• joint 8. , q.51 fit 7) Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia CIT. N., Pembroke Pines, FL 33331. .rO r LOAD CASE(S) Standard O :, STATE OF . AL Q wmmm - verM design pasarrrters and iR&w xoT6s ox Tms Am >rtaymm swz szmmum. Design valid for use only with Mllek connectors. This design b based only upon parameters shown, and is for an Indwual bunding component to be Installed and loaded vertically. Applicabltty of design parameters and proper Incorporation of component is responslWpty of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to kuure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the buAding designer. For general guidance regarding tabrlcatbn, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatlonavailable from Truss Plate Institute, 563 D'Onohb Drive, Madison, Wl63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of'truss and securely seat. o 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-Nall Joint/Plate Placement Chart. FARTHESTTO 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® . AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. IIIIIIII 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 {o 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 GANG-^wL @ "ORD,AIR® Job Truss Truss Type Oty Ply HORTON 14277171 DR1749A C ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 1-0-0 5-2-14 9-10-0 14-5.2 19-3-0 1-0.0 5-2-14 4-7-2 4-7-2 4-9-14 Scab • 1:33.3 4A = 4 5.00 F12 20 20 3 5 5 2 I 7 3.4= 5= 3.4= 9-10-0 19-3-0 9-10-0 9-5-0 Plate Offsets X Y : :04-0 030 LOADING (psq SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-7 >999 BCW 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 82lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-10 oc purfins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=883/0-3-0, 2=986/0-8-0 Max Horz 2=131(load case 4) Max Uplift6=-438(load case 5), 2=537(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1487, 3-4=-1088, 45=-1088, 5.6=-1455 BOT CHORD 2-7=1354, 6-7=1315 WEBS 3-7=-383, 4-7=483, 5-7=310 NOTES (4) 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; parlially,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 438 lb uplift at joint 6 and 537 lb uplift at joint 2 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. p LOAD CASE(S) Standard GL l /',4 No. 45161 STATE OF ,s V ass`" o R o,•' a vaL AwARJ1m a - vertu deelyn pamnwtere and ricers Norss oNTms Alva Rammo sms Bamm um. Design valid for use only with MITek connectac Thb design Is based only upon parameters drown, and b for an tndtmual building component to be Installed and loaded vertf=11y. Applicability of design parameters and proper Incorporation of component b responslbOy of buAding designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. AtldBbn cl temporary bracing to Insure dab@ty during construction b the responsibility of the erector. Additional permanent brbctng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality controt stotage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-80 Bracing Specification, and HIB-91 M iTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION t 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ T ' o Q 0 For 4 x 2 orientation, locate v plates I/s"from outside edge of CL truss and vertical web. 0 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTH EST TO TH E 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. MiTek® . AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. IIIIIIII 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 ffMR0,A1R® Job Truss Truss Type Qty Ply HORTON 14277172 DR1749A CGAB ' ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:26 2002 Page 1 1 0 0 5-2-14 9.10-0 145.2 _ _ 1941-0 , _ 20-8-0 , r- 1-0 0 5.2-14 4-7-2 4-7-2 5.2-14 1-0-0 Scale -1:a5.1 2.411 4 2x4 II 5,00 F12 2.4 2x4 i 2x4 II 5 2x4 II II 0 2 II II 0 II 5 yyIle 2.411 20 II 2.411 8 2.411 2x411 2.411 9-10-0 19-M 9-10-0 9-10-0 Plate Offsets MY): : 8:0-4-00-3-016:0-" O-" 17:0-0-00-0-018:0-" 0-0-0 19:0-" 0-0 0 20:0-0-00-0 0 21:0-" 0-0-0 22:0-0-00-0-0 LOADING (ps SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.2 Plates Increase 1. 33 TC 0.42 Vert(LL) 0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1. 33 BC 0.59 Vert(r -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO W B 0.19 Horz(rL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 102lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-0-10 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. WEBS 2 X 4 SYP No. 3 OTHERS 2 X 4 SYP No. 3 REACTIONS (Ib/size) 2=996/0- 8-0, 6=996/0-8-0 Max Horz2=122(load case4) Max Uplift2=-541(load case 4), 6=541(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=- 1510, 3-4=-1113, 45=-1113, 55=-1510, 6-7=14 BOT CHORD 2-8=1376, 6- 8=1376 WEBS 3-8=382, 4-8= 502, 5-8=382 NOTES (6) 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,MW FRS 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' Gable studs spaced at 2-0- 0 on 5 Provide mechanicalconnectionb othersoftrusstobearing late capable of withstandin 541 Ile uplift at 2 and 541 Ile uplift at joint .• • ( • 5) (by ) g p Pa 9pIpI + Q.••••.C l 6. G •' 6) Truss Engineer. JunaidieBudiman, PE# 45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 3=11. •• LOAD CASE(S) Standard P10. 4. 5161 Y 0's STATE OF r AOR1Q ANAL A WARKINO - verW desdyn pansumtem and R&W NOMS ON 1WS AND REVERM sma d9RPORa 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 b responslWBty of building designer - not truss deslgnet. Bracing shown Is for Wesel support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responsibWty of the erector. Additional permanent brbcIng of the overall structure Is the tesponslblitty of the building designer. For general guidance regarding fobrlcatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speclbcatlon, and NIB-91 MiTek® Handling Installlna and Bracing Recommendatlon availablefromTrussPlateInstitute, 693 D'Onoftb Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. o For 4 x 2 orientation, locate 0 L) plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-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. Mi! 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 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I 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 NYDAO,AIR Job Truss Truss Type Qty Ply HORTON 14277173 DR1749A D ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:27 2002 Page 1 1 0 0 5-2-0 10-4-0 11.4-0 1-0-0 5-2-0 5-2-0 1-0-0 Scab 1:20.1 44 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5.00 17 4 2 II 3M _ 52M 3.4= 3SII 5.2-0 9-B-0 10-4-0 ir 5-2-0 4-6-0 0 8 0 Plate Offsets Y : 4:0-1-14 0-0-2 4:0-0-4 Ed e LOADING (psQ SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.01 6 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.52 Vert(fL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc puffins. 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 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=561/030, 4=561/03-0 Max Horz 2=-75(load case 5) Max Uplift2=318(load case 4), 4=318(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=596, 3-4=596, 4-5=14 BOT CHORD 2-0=547, 4-0=547 WEBS 3-6=101 NOTES (5) 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 If; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. pit3) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 318 lb uplift at joint 2 and 318 lb uplift at joint 4. .......... 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. i F /R5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 18472 Segovia Cir. N., Pembroke Pines, FL 33331. •.• y• LOAD CASE(S) Standard * Y;* NQ.45161 Y O• 40JYATE OF All 0 AWARM0 - VeTffly design pangrnetem and RZAD NOTES ON IMS AND litEVERS9 BLDa Bff"JIZ USE. -- ® Design votld for use only with Mftek connectors. This design is based only upon parameters shown, and is for an IndMduol building component to be Installed and loaded vertloatfy. Applicability of design parameters and proper tneorporatkm of component Is responsibility of building designer - not truss designer. Bracing shown is fw lateral support of Individual web members onty. Additional temporary bracing to Insure stability during construction is the responslblllty of the elector. Additional permanent brbcing of the overall structure is the responsR>Dlfy of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consu8 CST-88 Quality Standard, DSI.89 Bracing Spec8loatlon, and HIB-91 Handling Installing and Bracing Recommendation ovallable from Truss Plate institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc7c other. o WEBS J5 a:3. Place plates an each face of truss at each For 4 x 2 orientation, locate O - , Q joint and embed fully. Avoid knots and wane plates from outside edge of o_ a y at joint locations. truss andd vertical web. a o 4. Unless otherwise noted, locate chords licesPatI/4 length(* 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. GeneralPN WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PI TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 M DRO-AW I DR1749A Truss DGAB' IROOFTRUSS 14277174 1-0-0 5-2-0 1-0-0 5-2-0 3X4 = 415 = 10-" 5-2-0 INSTALLATION CRITICAL AS TRUSS 6AAV WIT RL Rr1TATan akln 9:nQ 9:Mn 11 1-0-0 Scab " 1:20.1 11 5-2-0 941-0 1D-4-0 5-2-0 4-6-0 0-8-0 Plate Offsets Y : 4:0-1-14 0-0-2 4:0-0-4Ed e LOADING( psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30A Plates Increase 1.33 TC 0.43 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(fL) -0.02 6 >999 BCLIe 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.014 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 43lb LUMBER TOP CHORD 2 X 4 SYP N0.213 BOT CHORD 2 X 4 SYP N0.213 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=564/03-0, 4=560/0-1-8 Max Horz 2=-75(load case 5) Max Uplift2=319(load case 4), 4=316(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 23=-003, 3-4=502, 45=14 BOT CHORD 2-6=553, 4-6=553 WEBS 3-0=101 BRACING TOP CHORD Sheathed or 6-" oc puffins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES ( 8) 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 MTek "Standard Gable End Detail" 4) Gable studs spaced at 2-" oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2 and 316 lb uplift at joint 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 8) Truss Engineer. Junaidie Budiman, PEf/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard I' ll via P10. 45161 11r % h fig'•.. STATE OwJ,•`./ Awwwvnva - ve.yy design pananseten and READ N079B ON 7n7S AND REVZRSC SWE Bff"JIa I =. Design valid for use onty with Mifek connectors. This design is based only upon parameters shown, and Is tot an IndWuol building component to be Installed and boded vertleaAy. AppOeabVV of design patameters and piopet hcorpotatbn of component is iesponslb0ty of building deslgnet - not hues designer. & ocing shown is tot lateiat support of Individual web members only. Additional temporary dacha to Insure stability during condiuctbn is the iesponslbillty of the etector. Additional petmanent btbefna of the ovetall structure is the iesponsmWty of the building dedgner. For genetol guidance teaaidina fobsicatbn, quality control, storage, delivery, erection and btachg, consult QST-8e Quality Standard, DSB•80 Bracing Speclflcatlam and HIB-91 M iTe k® Hand" Installing and Broclng Recommendation available from Truss Plate institute, 583 D'Onohb Dtive, Madison, WI5371 V. Symbols PLATE LOCATION AND ORIENTATION 1 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ T o 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO 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. 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. 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 {o 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 an 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 HMRO,A/R® IDR1749A ROOFTRUSS 14 14277175 as = 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1 Scare • t 7-0.0 LOADING(psf) SPACING 2-" CSI DEFL in loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.26 1 >65 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCD 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 23lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-" oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. REACTIONS (Ib/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz2=221(load case 5) Max Uplift3=-255(load case 5), 2=-175(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 23=75 BOT CHORD 2-1=0 NOTES (4) 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 255 lb uplift at joint 3 and 175 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 45161 STATE OF AWAMWO - Ver(& design paramsterst and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an IndMdual binding component to be tnstooed and loaded veMcaty. ApplicabBfy of design parameters and proper tncorporatlon of component is responsR>mty of bu0ding designer - not truss designer. Bracing shown is far lateral support of IndNldual web members onty. Addtllonal temporary bracing to insure dobmty durtrp construction is the responslbNly of the erector. AddRlonal permanent bNctrW of the ovefall structure is the responsbMty of the buBdkp designer. For general guldonce regardtrp fabrication, quality control, storage, delivery, erection and bfacing, cornuff QST-85 Cuaily Standard, OSI-89 Bracing SpecllleatloN and NIB-91 Handling Installing and Bracing Recommendation avalable from Truss Plate trntlfute, 583 D'Ono6lo Drtve, Madison, WI 53719. MiTeke 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. All1W. T o 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 MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4010 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL 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 {o 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 HMPO,A/R Job Truss Truss Type Qty Ply HORTON 14277176 DR1749A K ROOF TRUSS 4 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:29 2D02 Page 1 3 t-0-0 5-D-0 Swk • 1:13.0 25.00 [1 1 20 _ 5-0.0 r 5.0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >199 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCD 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 17 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-M oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/048-0, 4=46/Mechanical Max Harz 2=161(load case 5) Max Uplift3=-178(load case 5), 2= 159(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 23=50 BOT CHORD 2-4=0 NOTES (4) 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 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 via Y No. 4.5161 , 'k i .k sty0STATEOFi S'-' o R o,*,, AwARIMG - VerUy design pasarrseten and ream xorES ON TWS AND REVERSE SIDE ea>PORE use. Design voila for use only with Mfiek connectors. This design is based only upon parameters drown, and is far an individual building component to be tnstaned and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsb@ty of building designer - not truss designer. Bracing shown is to lateral support of Individual web members only. Additlonal temporary bracing to insure stability during construction is the iesponslblpty of the erector. Additional permanent bibcUg of the overall structure is the iesponslbUlly of the building designer. For general guidance regarding fabrication• quality contioL storage, delivery, erection and bracing, consull CST-Ga Quality Standard, DSS-89 tracing Specification, and HIB-91 Handling Installing and Bracing Recommendation avanable from Truss Plate institute, 583 D'Onohlo Drive, Madison, WI83719. MiTe k® 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. o cc For 4 x 2 orientation, locate 0 plotes /B" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Cr joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. WM 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 {o 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 HYDRO -AIR Job Truss Truss Type Oty Ply HORTON 14277177 DR1749A L ROOF TRUSS 4 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:30 2002 Page 1 1 0 0 3-" 1 0 0 3-0.0 Scats • 1:8.7 5,00 r12 2 4 f a 3-0-0 3-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl 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(fL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCD 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=69/Mechanical, 2=253/0-84, 4=26/Mechanical Max Horz2=101(load case 5) Max Uplift3=-99(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 23=54 BOT CHORD 2-4=0 NOTES (4) 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 99 lb uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard P10. 45161 0 0 STATE ANAL Awwr mm - verM design pasnrnetem and mm xoms om rm mD Ravzmz sma Hz"m um. ® Design valid for use only with MRek connector. This design is based only upon parameters drown, and is to an Individual building component to be ftlalled and boded verlk:olly. Applicability of design parameters and proper Incorporation of component is tesponsibl0ty of building designer - not truss designer. Bracing shown is tot Metal support of Individual web member only. Addtlional temporary bracing to klsute stability during construction is the tesponslbmty of the erector. Additional permanent btbcing of the overa0 structure is the tesponslbmty of the building designer. For general gukJance reganding fabrbation, quality control, stooge, delivery, erection and bracing, consull GST-88 Quality Standard, DSB-SV Bracing Spectticatl*M and NIB-91 Handling Installing and Sracing Recommendation available from Truss Plate Institute, US D'Onohb Drive, Madison, WI53719. M iTe k® Symbols PLATE LOCATION AND ORIENTATION 134 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T o a4*For 0 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. 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 MRek/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 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. MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 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 HMRO,AFR Job Truss Truss Type Oty Ply HORTON 14277178 DR1749A M ROOF TRUSS 4 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:31 2002 Page 1 a 1 0 0 1-0-0 Scab • 1:5.2 2 5.00 12 1 4 2x4 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl 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 BCD . 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz2=53(load case 4) Max Uplift3=-25(load case 5), 2---142(load case 4) Max Grav3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 23=-37 BOT CHORD 2-4=0 NOTES (4) 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 girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13ppt`// P10. 4.5161 rTATE OF .dam onraL A W.Wt11MG - Veft design parcurseterrs and ROAD NOMS ON TWS AND REY= 6 Sma BEM11 a E=. Design valid for use only with MIIek connectors. This design Is based onty upon parameters shown, and Is for an Individual building component to be Installed and kraded vertically. Applicability of design parameters and proper Incorporation of component Is responslbBlty of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibctrg 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, DSI-sit Broeft Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Rtrla ateInstitute, 583 D'OnoDrive, Modbon, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1'i4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All y ,A„ 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of CLtrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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, MiTeke . FORM016,019 t® HMRD,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 Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 Truss Truss Type City Ply HORTON 14277179 DR1749A S ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:54 2002 Page 1 1-5-0 5-3-5 9-10-13 1-5-0 535 4-7-8 SLAW e.3 3.54 a 3..4 ; 3 s e 2.4117 B 5 3.4 _ 20 = 5-3-5 9.10-5 9-1 1 5-3-5 4-7-0 0.0-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(rL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(rL) 0.01 5 We BCDJ 10.0 Code FBC2001 Matrix) list LC LL Min Well = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-6 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 837 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=309/Mechanical, 2=514/0-11-5, 5=430/Mechanical Max Horz 2=271 (load case 2) Max Uplift4=-310(load case 5), 2=-266(load case 2), 5=-169(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1072, 3.4=64 BOT CHORD 2-7=1003, 6-7=1003. 5-6=0 WEBS 3-7=166, 3-6=-1071 NOTES (4) 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 ofwithstanding 310 lb uplift at joint 4, 266 lb uplift at joint 2 and 169 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ` t ouit;/,% 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 ••••"••..•'Y lUniformLoads (pl>) I 'qr—•7/`j Vert: 1-8=-74.0 , Trapezoidal Loads (plo Vert: 8=0.0-to.4=-183.1, 2=-1.7-toy=49.5 * NO. 45161 STATE of ORI'D'*' L Qwm mya - verW deetyn pwarrsetem and iliE w xoras om rms AND ttavaRsa sma sarong um. 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 iesponstblpty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additlonal temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the iesponsibmty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery• erection and bracing, consult CST-88 Quality Standard. DS/-89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendation available from Truss Rfrlo Madison, PlateInstitute, $83 D'OnoDrive, W153719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 12/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachrC other. V1(EBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O a ' , Q joint and embed fully. Avoid knots and wane from outside edge ofplattruss o_ at joint locations. truss and vertical web. a d 0 a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from ce , panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in A 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 MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 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, 4eunlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional ' MiTek® engineer. 15. Care should be exercised In handling, JilPANEL j~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 MYDRD.A/R® M s S M LI IK K A7 COVERED PORCH A9 ( 9-4-0 BRG.\ All i Al j A15 A17 A19 A I A i A l A A i A I A I A A A I I I A I A I A A AGA I C — - AB I 4J-11-u Dr%U. 1114 LNIKT L I 10-4-0 11-0-0 WARNINC: ALL BEARING WALLS TO BE PLACED IJ.L 1 PLY HGR. IC,TICEI I REVIEW ALL SPAN DIMENSIONS—BRG. WALLS PRIOR TO SETTING TRUSSES.. 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. I d 3 PLY HGR. I SIGNED APPROVAL: X I JOB NUMBER: DR1749A DATE: 1-24-01 PITCH: D:SHILOANGLES CCU SPAN CUSTOMER: D.R. HORTON 5 H: 12" 407-321-1440 BY:T.H JOB NAME: MODEL 1749 "A" ELEV. BRG: BLOCK 0 I 0 I I C I CITY OF SANFORD PERMIT APPLICATION a Permit No.:© Job . sq. - 30l A A o0 BuPermitType:..ilding Electrical Mechanical Plumbing Fire Alu i/Sprinkler Description of Work Additional Information for Electrical & Plumbing Permits Electrical: _ Addition/Alteration _Change of Service Temporary Pole _New AMP Scrvioc (4 of AMPS I Additi nal) Plumbing/Residential: Addition/Alteration Plumbing/Commercird: Number of Fixtures New Construction (One Closet Plus o Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Residential _Commercial _ Industrial f C trac/ tion• .B K. Flood Zone: Total Sq Ftg: z Number of Stories: Value of Work: S-- Number of Dwelling Units: -i Type o ons Attach Proof of Ownership & Legal Description) Parcel No.: Owner/Address/Phone: 101 2 p ?Q- t` t *nC)OLA 212. IOol Contractor/Address/Phone: e> uno g10I 07-5D I j 102 aW4bo.F L State Lioenso Number: Ce-<— tJ) Phone & Fax Number. q %' - 1a QZZa Contact Person: )7 - Title Holder (If other than Owner): >\1 Address: Bonding:Company: N Address: Mortgage Lender: Address: Architect/Engineer g 'O C ip Phone No.: A Address: '40 NSR34 S 115111 t-!' I 32a \ Fax No.: Application is her made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance withallapplicablelawsregulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COND&NCEMENT MAY RESULT IN YOUR PAYING TWICE FOR, I IPROVBIviENR'S TO YOUR PROPERTY. IF YOUINTENDTOOBTAINFINANCING, 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 gm ernmental entities swh as water management districts, state agencies, or federal agencies. of permit istveri5cation that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713. Signature of Owner/Agent Date of Cohtmdor/ gent Date c r a z 'v d Print Owner/ ent=s Name Print ion , ctor/Agent's Name - of Florida Date OFFICIAL NOTARY SEALPATRICIACOULTON Np1IARY PUB1 IC ATE OF FLORIDA COMMISSjtoN NO. DD134 Owne /IM I 6 o Me or u M APPLICATION APPROVED BY: d Y-t— Special Conditions: at©4eeW L: H orida Date OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. U 6 006 Contractor/Agent is Z Personally Known to Me or Produced ID Date: 1-6-3 COUNTY <>[' !"LMIHKU-[, IMPACT SThT[M[NT ISUULD BY CITY UP SAMPORD 2TATFV[AT NUMBER 103-79377 DATE: DUlLDING PERMIT NUMBER: (CITY) COUNTY NUMBER: .......... UNIT ADDRESS: TNA[T'IC ZO:.4[: JU ISDICTIN1: Q\ CITY-O[-SAN[0.'-'''-. 0EC: TkP: RNG: PARCEL: SUBD]VISI0(1: TRACT: PLAY BOOK: __'_ PLAT BGOK~onGE: ____ RLOCX: LOT: ADDRESS: APPLICANT hPPLICANT PAKE: ....... .............................................. ........ . ADDRESS: ___________________--------------_-----------''-----'-----'------'- iAHD USE CATEG[RY: 001 - Single Family Dutached Kouap TYPE UG[: \(eLi/|eoiiol WORK DESCRIPTION: Single Family Huuse: Detached - Cyostructiw/ E BEN FIT KATE FEE UNIT RATE PEA 0 TYPE TOTAL [ TYP--* DIST ECHECUL[ CE6C. UNIT OF UNITS RUA} AR[ER%ALC CO -WIDE O dwl unit $ 705.00 1 S 705.01) ROADS LO L CTO3S U9J7H O dwl um/it Q 142.00 1 0 142.00 iIB7ARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 Cp0OL CO -WIDE O dwl unit 01,384.00 1 al,Z84.0O hVDUNT QUE a 2,205.0() Q[CElVED DY: _ [L\1~LOrQ__ SIGNATURE: VPL[ASE |`|DNT HAME) KOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OHXER 0N0 N:U,[ PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. 140:: DISTRIBUTION: 1-COUNTY 3-CITY 2-A'7LlCANT 4-COOC4TY P[KSOHS h!:T ADVISED THAT THIS IS 0 S7ATEMEW OF PEES WHlC-| ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDIEG PFRMXT,. PERSON[/ AN[ A' -SO ADVISED THAT AMY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL T|<E CALCULATIONS OF TPE ROAD, LIBRARY SYSTr3 PND/01 LDUCATIOXh'- (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILIN(3 A WRI7TEN R2C[EST WITHIN 45 CALEKDAD DAYS OF THE NEC[IVIX\) bIGHhTUQ[ DATE ABOVE, BUT NOT LATER T= CERTIFICATE OF OCCUPAHCY OR OCCUPO[CY. THE RECUEST FOR REVIEW MUST MEET T|/E REGUIREMBNT3 OF T{<[ COUNTY i.0ND DEVELD?MEN7 CODE. COPIES OF THE RULES GOVEKqIN3 APPEA S MAY PE PICkED UP, OR RECUESTED, FROM THE PLAN IVPLEMENTA7ION OFFICE,, 1101 [ACT FIRST STREET, SAhFURD, FLORIDA 32771; (A07) 665-747% PAYIENT SHOULD RE MADE TOs CITY OF SAKFOP0 DUILDIHB D[PhkTMUNT 300 11K)RT|( 'PARK AV[HU[ SAN[URD. [i 37/1 hY EUT !--!OULD RE BY CHECK OR MGKEY ORDER, nNO S6OULD VEFFREkC[ T||[ AND CITY BUILDIN8 PERMIT NUMBER AT THE iU.^ N'T(T/iJS CTAJEMEHT IS VA' -ID ONLY IN CONJUNCTION WITH ISSUANCK OF A*I):' FAMILY BUILDING PERMIT**TT&A3?>?TT>)'>TTh=( FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires July 31, 2002 ELEVATION CERTIFICATE 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 HOMES BUILDING STREET ADDRESS (Inducting Apt., Unit, Suite, arxUor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX FRIESAN WAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 52, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL.) HORIZONTAL DATUM: SOURCE: D GPS (Type): IF or ##.###a#) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME 183. STATE SEMINOLECOUNTY 120294 I SEMINOLE FLORIDA I B4. MAP AND PANEL B5. SUFFIX 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, usedepth of floods g) 0045 E 4/17)95 4117a5 AE 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 811. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Selectthe building diagram most similar to the building forwhich thiscertificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARIAE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 29. 1 fl.(m)co o b) Top of next higher floor N/A. ft.(m) V o c) Bottom of lowest horizontal structural member (V zones only) WA . j(m) o o N M o d) Attached garage (top of slab) N/A. ft.(m) Ti. o e) Lowest elevation of machinery andtor equipment w servicing the building (Describe in a Comments area) WA . ft.(m) E a o f) Lowest adjacent (finished) grade (LAG) ' NIA. J(m) Z' . o g) Highest adjacent (finished) grade (HAG) WA. R.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade0 3 o ) Total area of all permanent openings (flood vents) in C3.h 0 sq• in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by rine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH StEqATE.1 ORLANDO FL 32801 SIGNATURE l , DATE TELEPHONE t Vvi,.., VAI IPAM ) I Y 1/10iO3 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these XXXX FRIESAN WAY CITY SANFORD paces, copy the corresponding Information from Section A. Includug Apt, Unit Suite, auditor Bldg. No.) OR P.O. ROUTE AND BOX NO. STATE ZIP CODE FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CON i%rwr,mun•Ity offdal, (2) insurance agentloomPany, and (3) building owner. Copy both fides of this trevaw, COMMENTSELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; For Insulanoe Company Use: Po5q Number r .^ ALin W AIP A Check here if attachments of tit nimr. m 1=VATION INFORMATION (SURVEY NOT REQUIRtu) rUrc cv. ^_ ^f- nfi fa a LOMA or LOMR-F, d Zone A (withoutBFE) complete Items E1 throughE4. If the Elevation Certificate is intended fa use as supporting rn ormForZoneAOan 6 and 7 Section C must be completed• most sirnlar to the building forwhich this certificate is being completed — see Pages If no diagram accurately El. Building Diagram Number _(Select the building diagram represents the building, provide a sketch a photograph.) ft. m m above a below (check one) the highest adjacent grade. (Use E2. The top of the bottom floor (including basement a enclosure) of the building is _ () - in.(cm) natural grade, if available). in.(cm) above the highest adjacent E3. For BuildingDiagrams 6 8with openings (see Page 7), the next higher floor a elevated floor (elevation b) of the building is _ ft.(m) _ ( ) grade. Complete items C3.h and C3.i on front of form• Zone AO only: If no flood depth number is available, is the top of the bottom floe elev G in a°0 a " the canmuniry's floodplain management ordnance E4. For Z Y Yes No Unknown. The local offiaai must this information In CERTIFICATION SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATand The properly owner aoHmers authorized ---- rltativewho completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA issued a community issued BFE) or Zone AO must sign here. The statements in Sections1AABi C/and AEMF> to the best ofmy knowledge. DATE SIGNATURE ATE Check here if attachments TION G - COMMUNITY INFORMATION (Ur I IUNIALI b law a ordinan SECainister the corrrmunilys li plain management ord'nar>ce can complete Sections A, B, C (or E), and G of this Elevation The local official whois authorizedY end sign below. Certificate. Complete the applicable ftern(s) 9 . y ineer, a architect who is authorized by G1. The information in Section C was taken fror)! other documentation that has been signed and embossed by alicensed surveyor- en9dateOftheel state a local law tocent , elevation infarr`Eiion. (Indicate the source A (without a FEMAassued a oommevationdataintheCunty-rssued BFsareaEIorZaneAO. G2. A community official completed Section E.or abuilding located in G3. The following information (Items G4 Gg) is provided for community floodplain management purposes. G6. DATE CERTIFICATE OF CpMpLIANCFJOCCUPANCY ISSUED thas been issued for. New Construction Substantial Improvement G7. This permit of the building is: GB. Elevation of as -built lowest (incluOng ebasement) sfte is: Gg. BFE a (in Zone AO) depth MIN; UAIt ft.(m) Datum: ft.(m) Datum: Check here if attachments FEMA Form 81.31, JUL 00 REPLACES ALL PREVIOUS EDITIONS IWI IIl1YI1WY lMINE same I1WIWl THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 WYNE NOROE, CLERK OF CIRCUIT COURT SEMIMXE COUNTY BK 04664 PG 1142 CLERK'S .q 2003006130 RECORDED 01/13/M3 10r M46 AM FECMDINB FEES 6.00 RECORDED BY N Noldep NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description f propert Lot(s) 51, & 69 Bakers Crossing Phase 1 Plat Book 60, Page(s) 27- 29, Public Records of Semmolee(County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone it: 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(I)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. arton0 by:(!( ert awso sststant ecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 1D day of lj— ,200 byWiRobert A. Lawson, Assistant Secretary of D.R. Horton, Inc.: a Delaware Corporation, on e a corotipora poi n. Sheispersonallyknowntome. Notary Public, State and County Aforesaid PA Notary Signature OFFICIAL NOTAR S PATRICIA COULTON I NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD*4330 MY COMMISSION EXP. ULY 26,20M Notary Seal CERTIFIED COPY MARYANNE MORSE CLERK OF CIW-UIT 00111Rfl SEMINOLE COU10y. 5XIMA d PUAN 13 2001 CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: 03 -8 Z 7 Date: The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: -D• Q • H- ° —'e—, Address of Job: S - Q Ic rs C, i; ., I / 10 , f C-f- Plumbing Contractor:Ot c,.,c Residential: >__1— Non -Residential: By Signing this application I am stating that I am in compliance with City of Sa Applicant's Signature 0 5- Slate License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number. s Date: I - Z` I 0 The undersigned hereby applies for a permit to install the following electrical: Owner's Name: -2 1p Address of Job: -3 Q zq:p P (l OO S g C: f - , Electrical Contractor. _IAV42Q-` Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature r2 - Oo iS24Z State License Number CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUI MENTS FOR RESIDENTIAL BUILDING PERMIT 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: ter x sizes replxccmcntg was. Provide side view details Foundation plan indicating foo of these footers with rein b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, rind and/or openingms17fizturcTi and distances smoke detector, location(s), landings, distances from walls are to be shown. Note the State of Florid.n requirements for bnth door for complianceofHandicappedCode (F.S. 553, Part 5) O C. Elevations of all ezterlor walls, east, west, north and south. FinishfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. O d. Cross sections of all wall sections to be used in the structure. Bearingnon-benring inter and ezterlor. Show all components of wall section. O e, Framing plan for floor joists where conventionally framed. Plan toindicatespan, size and species of materials to be used. O f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. D g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handralls and guardrails. O h, Square footage table showing footagcs: S F Garages/Carports S F Porch(s)/Entry(s) Patio(s) l C, S.F. Conditioned structure Z S.F. Total (Gross Area) y Code Forms (Form 600-A-97) 3. Three (3) sets ( Gross completed Florida Energy 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: n. Utility letter or approval when public water supply and/or sewer system connection to be made. p b. Septic tank permit to be obtained from Seminole County Health Department at: 400 NV. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact theCityEngineerfordetailsregardingthearborordinanceandpermit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNEWBUIL,DER MUST APPEAR EN 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 I. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beams - 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 final, mechanical final and plumbing final 14. Building final 15. Other DATE— SIGNATU By Ormcr or Au orl"d gent) Sez tziCM4 p SST G OT TRQ — Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name414 Address ? aX h ° X' 1az Cite/State/Zip 1 ` 3Z Quarterly Payment Amount ' tom`•' = '`% First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will resultInthecancellationofthisWarrantyandjustify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Nnme Address City/State/Zip Phone & Email Phone INSTALLATION ADDRESS: L_ SPECIAL. OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: "' ''— P— DA-NMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will N arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceedS1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL G0 RIN THE RELATIONSHIP OF THE PARTIES. 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 all applicable recommendations contained in literature provided by DowElanco: 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 balt 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. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the identifled property subject to the terms and conditions of this agreement for " .k I per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% p c r year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such ns wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portions) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not niter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR INNIPLIED, INCLUDING STATUTORY VA.RRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAITTES OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly walves and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquldated, treble, or special damages if any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. rees lt Is the ity f AllerstandsSENSITIVITY/PHYSICAL FACTORS: Cuoccupants to consultda physiclan if necessary regarding iiAny oAffectahe Propertytreatlment y or guests, and/or other temporary or permanentp ent reg may have and (2)it is their responsob en resniratoryfy pilness,exIn ,orlother condition that ng not less than vmay )ba actvaitedtor exacerbat d by the products aardIng ndorsensitivih• concerning odors, dust, p P techniques utilized by Apex. G -, RAL TERi\'IS AND CONDITIONS Fayspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract an ncntsa0Dly without exception. pONENTS: The DO\ VELANCO O`VNem SOare IC dyvis rem n toproperty of DowElanco. The Customerthits nohrights lto anyofthe C theSentrlcon d the ( Components) Components, and the Purchaser maynotalter, 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.the On expirationtor termIn,he Customatn of this ers premises theeStsttlons and other Co pement, Apex And linco onents contained thereinoritsvforappropriate de are Authorized to retrieve from 1 IfApex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a. Apex will: (I;in n tify the tionship(note2Conventtonal "liquidr the ibarrier" method es of ieofutermitsing Ae control mifferent orm ay notof offer fferAnermite effectiveor discontinuing estntlons ofcertain structures. In such event Apex 3 be And Able r offer means ofcontrolling certain termite infApex ( Parties) form of termite protection, and therefore may have to discontinue the relationship.); ( )If the Cu ive the Customer credit for service paid for but not yet received agree on use of a different form of termiteprotection, g; (4)if the Customer elects to discontinue the relationship, if Apex cannot offer an effective different.form of termite prot ection, refund to the Customer an amount equal tothe fee paid for services not yet received, and; (S)retrleve, or advise DowElanco'or Its representatives where to retrieve, the Components from theCustomer'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. ement covers the Structure(s) Identliled herein as of the date of the Initial installation. ADDITIONS AND/OR r LTERATIONS This Agre Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soft isremovedoraddedaroundthefoundation, or; (4) any tampering of batting equipment or suppfies occurs, the Customer will immediately notify Apex In writing. Fallure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, additlon, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DA 1\GE RELATED TO SERVICE Apex will exerciseduecarewhileperforminganyworkhereunderInavoidanceof damaging any part of the Customer's property, plants, or animals. UndernocircumstancesorconditionsshallApexberesponsiblefordamagecausedatthe. time the «ork 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, Brcvard County, Florida. In the event offailuretomakepaymentwhendue, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all otheravailableremedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the periodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by apex, Nyhether or not suit Is brought. E,NuZ/ SEVEitABILITY. Venue for any and all legalproceedingsshallbein Brcvard 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 CONDITION'S Apex's liability under thisAgreementwillbeterminatedifApexis prevented from fulfilling Its responsibilities under the terms of this Agreement byanyreasonofdelaysintransportation, shortages of fueVor materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or anyotheractofGodorcircumstancesbeyondthecontrolofApex. apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)tcrmlte 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 the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitratlon Act, 9 U.S.C. section 1, et seq. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or Its designee. The arbitrator will have the complete power to determine all Issues of fact rind law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis, and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. EN'TIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties and no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 ( thirty-six) months from the Initial date of installation, terminate this Agreement and be relieved of any liability hereunder if Apex determines, in its sole discretion, that It Is unable to prevent or stop farther damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing to The Apex Corporate Office. Apex Is only obligated toperformunderthisAgreementiftheCustomerallowsApexaccesstotheIdentifiedPropertyforanypurposecontemplatedbythisAgreement, including but not limited to re -Inspection, whether the Inspection was requested by the Customer or considered necessary by Apex. LIMITEDASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After this Initial 12 (twelve) month period, Customer may transfer or asslgn this Agreement with a E?M transfer fee payable to Apex within 30 thim) days of the transfer of the t'rcatcdProperty. Trndemnrk of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St: 7006 Stnpolnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 1Vinterpark, FL 32792 Tampa, FL33510407-459.2847 407-858-0540 813-221-2847800-929-2847 888-764-2847 877-459-2847 D. R. HORTON HOMES SFR PERMIT PACKAGE i -- Yi c(6 L CITY OF SANFORD CHECK LIST LOT # ;j2 SUBDIVISION: BAKERS CROSSING ADDRESS 3a 1 (:A - 55wN oaf I I -32 z C'h{ECI-'- ,/ST 7BUILDING APPLICATION IPPOWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri Ue, C Ce,/ J CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 P ONI: 1l (407) 330-5630 APPLICATION FOR ljTll,I"1'Y SI,RVIC1. FULL NA_MF) 4 SI'.RVICI:: ADDRESS 30l I`AX !/ (407) 328-7367 1\-1 II.II c AI)ulZt:SS(25G -'1 - oz ._ ._Drlue I'URN' ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE UW fir( A-G e,nt COMMERCIAL E 44 t +: C oyt CiC = Cool or WORKf;4M- ESQ- -cj I OI SOCIAL SECURITY8 IQA. OWNER OF PROPERTY D•.r . HOME# N-R I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDE'PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BEPAIDATTHETIME WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAYALLOUTSTANDINGCHARGES. M ALSO RESPONSIBLE -FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFFTHEHOMEBEFORETHESERVICEISESTABLISHED. THE CITY IS NOT LIABLERDAMAGESCAUSEDBYWATFRFAIIrFTCnQnirrir=-rc i SIGNED; DEPOSIT AMOUNT $' CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ — LAST BILL READ TOTAL THIS READ--.-----. CSR [)A'I'F Limited Power Of Attorney I hearbv name and appoint: Craig Coulton and I CI; each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: [ " ( For a residential permit for work to be performed at: r I I on P Lot # : 5Z Subdivision Address: ;50 A And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number 4, 0 Signature of Contractor This foregoing instrum nt was acknowledged before me this: Date: % By: Richard B. Ladd ( Contractor ) Who is personally kn wn o me. State ofO'lorida County jf Orange Notary Public Signature— Notary Seal Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I PARCEL DETAIL 0._ < © G 1 9 Y APPAL OOSA CT 5rmint4e County kY rrtvv pr aaarrr f-EGIR Cal 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 18-20-31-505-0000-0520 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: WEST LAKE PLANTATION LC Exemptions: Depreciated EXFT Value: $0 Address: 1399 W SR 434 Land Value (Market): $20,800 City,State,ZipCode: LONGWOOD FL 32750 Land Value Ag: $0 Property Address: Just/Market Value: $20,800 Subdivision Name: BAKERS CROSSING PH 1 Assessed Value (SOH): $20,800 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $20,800 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: $440 Find Comparable Sales within this Subdivision 2002 Taxable Value: $20,800 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 52 BAKERS CROSSING PH 1 PB 60 PGS 27 - 29 LOT 0 0 1.000 20,800.00 $20,800 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax prgses. littp://ww-w.scpafl.org/pls/wcb/re_web.semiiiole_county_title'?PAIZC'EL=18203150500000520&cbpar 1/7/2003 FOR"OOA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1749 Builder: I Address:; 1R t,O C Permitting Office: City, State. JrC,Qt/ 32" =L Permit Number: Owner: -D, V Np 03 Jurisdiction Number: Climate Zone: Central I . New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I 4. Number of Bedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (R') 1760 ft' I 7. Glass area R. type a. Clear - single pane 271.0 ft' _ b. Clear - double pane 16.0 fl' _ c. Tint/other SHGC - single pane 0.0 R' _ d. Tint/other SHGC - double pane 0.0 fY 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=3.0, 1010.0 ft' b. Frame, Wood, Adjacent R=11.0, 270.0 ft' _ i c. N/A i d. N/A c. N/A 10. Ceiling types a. Under Attic R=19.0, 1886.0 fl' _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, I.0 ft b. N/A I 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Fleat Pump b. N/A c. N/A 14. I -lot water systems a. Electric Resistance b. N/A DR HORTON c. Conservation credits FIR-1-Icat recovery, Solar DI-IP-Dedicated heat pump) 15. FIVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, M"!_-C-Multizonc cooling, M/_-1-1-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23852 PASSTotalbasepoints: 24941 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Q e DATE: 03.02 1 j I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: yce5 DATE: 1 Z I(o IOZ Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 42.0 k13tu/hr _ SEER: 12.00 _ Cap: 42.0 kDtu/hr FISPF:8.50 _ Cap: 50.0 gallons EF: 0.86 _ 4THE STq O Wit 0 EnergyGaugeO (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 1760.0 25.78 8167.1 Single, Clear E 1.0 9.0 38.0 59.31 0.99 2239.3 Single, Clear E 1.0 8.0 18.0 59.31 0.99 1054.9 Single, Clear E 1.0 14.3 14.0 59.31 1.00 826.9 Single, Clear S 1.0 6.0 23.0 44.66 0.94 969.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 11.3 18.0 53.47 1.00 957.9 Single, Clear W 1.0 15.0 16.0 53.47 1.00 852.4 Single, Clear S 10.0 7.8 40.0 44.66 0.53 952.6 Single, Clear W 1.0 13.0 16.0 53.47 1.00 851.9 Double, Clear H 0.0 0.0 16.0 93.50 1.00 1495.9 Single, Clear W 9.0 10.8 40.0 53.47 0.59 1253.4 Single, Clear S 1.0 6.0 16.0 44.66 0.94 674.5 As -Built Total: 287.0 13001.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 270.0 0.70 189.0 Concrete, Int Insul, Exterior 3.0 1010.0 1.40 1414.0 Exterior 1010.0 1.90 1919.0 Frame, Wood, Adjacent 11.0 270.0 0.70 189.0 Base Total: 1280.0 2108.0 As -Built Total: 1280.0 1603.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1760.0 2.13 3748.8 Under Attic 19.0 1886.0 2.82 X 1.00 5318.5 Base Total: 1760.0 3748.8 As -Built Total: 1886.0 5318.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 0.00 0.0 Base Total: 5978.4 1 As -Built Total: 188.0 5997.2 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM Points Area X SPM Points 1760.0 14.31 25185.6 1760.0 14.31 25185.6 Summer Base Points: 33355.9 Summer As -Built Points: 39250.3 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 33355.9 0.4266 14229.6 39250.3 39250.3 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 11920.9 11920.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 1760.0 5.86 1856.4 Single, Clear E 1.0 9.0 38.0 9.96 1.00 380.2 Single, Clear E 1.0 8.0 18.0 9.96 1.01 180.3 Single, Clear E 1.0 14.3 14.0 9.96 1.00 139.9 Single, Clear S 1.0 6.0 23.0 7.73 1.01 179.3 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 11.3 18.0 10.74 1.00 193.2 Single, Clear W 1.0 15.0 16.0 10.74 1.00 171.8 Single, Clear S 10.0 7.8 40.0 7.73 2.03 626.3 Single, Clear W 1.0 13.0 16.0 10.74 1.00 171.8 Double, Clear H 0.0 0.0 16.0 4.91 1.00 78.5 Single, Clear W 9.0 10.8 40.0 10.74 1.08 462.4 Single, Clear S 1.0 6.0 16.0 7.73 1.01 124.7 As -Built Total: 287.0 3101.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 270.0 1.80 486.0 Concrete, Int Insul, Exterior 3.0 1010.0 3.80 3838.0 Exterior 1010.0 2.00 2020.0 Frame, Wood, Adjacent 11.0 270.0 1.80 486.0 Base Total: 1280.0 2506.0 As -Built Total: 1280.0 4324.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1760.0 0.64 1126.4 Under Attic 19.0 1886.0 0.87 X 1.00 1640.8 Base Total: 1760.0 1126.4 As -Built Total: 1886.0 1640.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 As -Built Total: 188.0 470.0 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 INFILTRATION Area X BWPM = Points Area X WPM Points 1760.0 0.28 -492.8 1760.0 0.28 492.8 Winter Base Points: 4812.8 Winter As -Built Points: 9252.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit = Multiplier Heating Points 4812.8 0.6274 3019.6 9252.1 9252.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.402 1.150 0.402 0.950 0.950 4060.2 4060.2 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 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 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 I CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14230 3020 7692 24941 11921 4060 7871 23852 PASS_ THE Srq 0 WE B EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details It 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 or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a 1sealedboxwith1/2" 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 PRFRCRIPTIVF MFASI IRFC lmnet ho mat nr a.. a_.4n.4 k u ..,—*.A ...,..... 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 thermalIefficiencyof78%. i 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_Contro_ls _ 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD It ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.00 Ll. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (112) 1760 f12 c. N/A 7. Glass area K type a. Clear - single pane 271.0 Ill _ 13. Heating systems b. Clear - double pane 16.0 Ill _ a. Electric Heat Pump Cap: 42.0 kl3tu/hr c. Tint/other SI-IGC - single pane 0.0 R2 _ I-ISPF: 8.50 _ d. TinUother SFIGC - double pane 0.0 112 b. N/A S. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft _ c. N/A b. N/A c• N/A 14. Flot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul. Estcrior R=3.0, 1010.0 ft2 _ EF: 0.86 b. Frame. Wood, Adjacent R=1 1.0, 270.0 f12 _ b. N/A c. N/A d. N/A c. Conservation credits c. N/A FIR -Heat recovery, Solar 10. Ceiling types DI-IP-Dedicated heat pump) a. Under Attic R=19.0, 1886.0 R2 _ 15. FIVAC 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: Interior Sup. R=6.0, 1.0 R _ RB-Attic radiant barrier, 1). NIA MZ-C-Multizone cooling, MZ-1-I-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) oFTHESTgT in this home before final inspection. Otherwise, a new EPL Display Card will be completed o, based on installed Code compliant features. vBuilderSignature:, o Date: 12- 1U rJZ Address of New Home: 3a A:Q:tOOSA Cif City/FL Zipllt Q_j 5'Z;qa3 f coD wE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 fora US EPA/DOE EnergyStarr"designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf editforinformation and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairsat 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY it Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project Information For: DR HORTON Notes: I Design Information Weather: Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 34257 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 34257 Btuh Infiltration Method Construction quality Fireplaces Area (ftz) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Orlando —AP, FL, US Heating Cooling 1760 1760 14080 14080 0.80 0.40 188 94 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 55 Moisture difference 37 gr/lb Sensible Cooling Equipment Load Sizing Structure 29973 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 30344 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1250 Btuh Infiltration 2351 Btuh Total latent equip. load 4751 Btuh Total equipment load 35095 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.046 cfm/Btuh 87 % wrvghtsoft Right -Suite ResidentialT" 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACCA E:\Files\DR HORTON 2002\1749\1749.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D y Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 14080 ft3 x 0.0167 = 188 cfm 2. Winter infiltration load 1.1 x 188 cfm x 32 °F Winter TD = 6621 Btuh 3. Winter infiltration HTM 6621 Btuh / 325 ft2 Total window = 20.4 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14080 ft3 x 0.0167 2. Summer infiltration load 1.1 x 94 cfm x 18 °F Summer TD = 3. Summer infiltration HTM 1862 Btuh / 325 ft2 Total window = and door area 94 cfm 1862 Btuh 5.7 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x 37 gr/lb moist.diff. x 94 cfm = 2351 Btuh r I v%.I= UI C L/ - GaJUlP111C111 Jl4lFl9. LUdUS 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 29973 Btuh Sum of ventilation and structure loads = 30963 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 30344 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 37 gr/lb moist.diff. = 1250 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2351 Btuh Equipment sizing load - latent = 4751 Btuh Construction Quality is a No. of Fireplaces is: 0 Boldfifalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed wrightsoft Right -Suite Residential" 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACC\ E:\Files\DR HORTON 2002\1749\1749.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 1749 MODEL 10-3-97 MANUAL J: /th E0. 1 Name of room Entire House LIV/DIN LDY BTH2 2 Length of exposed wall 188.0 ft 58.0 ft 6.0 ft 5.0 ft 3 Room dimensions 19.0 x 24.0 ft 7.0 x 9.0 ft 6.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 It heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I CIg ft') Htg Clg ft') Htg I Clg ft') Htg I Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 1290 344 0 0 Exposed b 13C 3.2 1.2 288 120 48 40 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 173 6394 93 3437 0 0 0 0 glass doors b 8C 37.0 80 2957 0 0 0 0 0 0 Heating c 1C 37.0 0 0 0 0 0 0 0 0 d 9C 38.7 18 697 0 0 0 0 0 0 e 7L 20.8 16 333 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 4 82 0 0 0 0 0 0 glass doors NE/NW 42.5 169 7188 23 1435 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 56.9 98 5572 70 4246 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 142 16 2275 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 18 265 179 0 0 0 18 265 179 0 0 0 b 11A 18.9 12.7 20 378 255 20 378 255 0 0 0 0 0 0 c 0.0 0.0 01 0 0 0 0 0 0 0 01 0 0 0 9 Net a 14B 4.6 2.1 999 4603 2057 231 1064 476 0 0 0 0 0 0 exposed b 13C 3.2 1.2 270 851 316 120 378 140 30 95 35 40 126 47 walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1886 3172 4163 572 970 1273 63 107 140 54 92 120 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 188 4873 0 58 1503 0 6 156 0 5 130 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) r 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.4 5.7 325 6621 18621 113 2302 647 181 367 1031 0 0 0 13 Subtotal toss=6+8..+11+12 31143 10033 989 347 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 3114 10°/ 1003 10°/ 99 10°/ 35 15 Total loss = 13+14 34257 11036 1087 382 16 Int. gains: People Q 300 5 1500 1 300 0 0 0 0 Appl. Q 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 27248 8773 1057 167 Less extemal cooling 0 0 Less transfer 0 0 18 Duct gain 10°/ 2725 10°/ 877 10°/ 106 10°/ 17 19 Total RSH gain=(17+18)•PLF 1.00 29973 1.00 9650 1.00 1163 1.00 184 20 Air required (cfm) 0 1383 0 445 0 54 0 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrracPu1t50'IFt Right -Suite Residential" 5.0.64 RSR26016 2002-Mar-01 10:21:37ACCf\ E:\Files\DR HORTON 2002\174911749.rsr Page 1 RIGHT-J WORKSHEET H, Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: (in to. 1 Name of room BR3 BR2 MBTH MBRj4MANUAL2Lengthofexposedwall23.0 ft 11.0 ft 25.0 ft 27.0 ft 3 Room dimensions 11.0 x 13.0 ft 14.0 x 13.0 ft 11.0 x 15.0 ft 18.0 x 13.0 ftCeiingsCondit. Option 8.0 111 heat/cool 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURENO. Htg I Clg ft') Htg Clg ft') Htg I Clg ft') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 104 88 200 290 Exposedb13C3.2 1.2 80 0 0 0 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 If0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 0 0 32 1183 glass doorsb8C37.0 0 0 0 0 0 0 40 1183 Heating c1C37.0 0 0 0 0 0 0 0 0 d 9C38.7 0 0 0 0 18 697 0 0 e 7L20.8 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 2 41 2 41 0 0 0 0 glass doorsNE/NW 42.5 0 0 0 0 18 709 72 2837 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW56.9 14 663 14 663 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 142000000008Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 11A18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 01 0 0 0 01 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 72 332 148 182 839 375 218 1005 449 exposed b13C3.2 1.2 80 252 94 0 0 0 0 0 0 0 0 0 walls andc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d0.0 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 2.2 143 243 318 182 309 405 165 280 367 234 397 521 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 01 0 0 0 01 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 11 285 0 25 648 0 27 700 0 Note: roomb0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.4 5.7 16 326 92 16 326 92 18 3671 103 72 1467 413 13 Subtotal loss=6+8..+11+12 2414 1843 2830 6229 Less extemalheating00014Less transfer Duct loss 10% 0 241 10°/ 0 184 0 283 0 623 15 Totalloss = 13+14 2655 2027 10°/ 3113 10°/ 6852 16 Int. gains: People @ 300 0 0 0 0 0 0 2 600 Appl. @12000000000017SubtotRSHgain=7+8..+12+16 1389 1349 1554 4819 Less externalcooling000018Less transfer Duct gain 10°/ 0 139 10°/ 0 135 10°/ 0 155 10°/ 0 482 19 TotalRSHgain=(17+18)•PLF 1.00 1528 1.00 1484 1.00 1710 1.00 5301 20 Airrequired (cfm) 0 71 0 68 0 79 0 245 Printout certified by ACCA to meet all requirements of Manual J 7th Ed Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 10:21:37 A( --CAE:\Files\DR HORTON 2002\1749\1749.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1749 MODEL 10-3-97 J: /th to. 1 Name of room FAM KITj4MANUAL2Lengthofexposedwall0.0 ft 33.0 ft 3 Room dimensions 13.0 x 17.0 ft 12.0 x 21.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 264 Exposed b 13C 3.2 1.2 0 0 walls and c 0.0 0.0 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f0.0 0.0 0 0 6 Windows and a 1C 37.0 0 0 16 591 glass doors b 8C 37.0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 d9C 38.7 0 0 0 0 e 7L 20.8 16 333 0 0 f0.0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 glass doors NE/NW 42.5 0 0 56 2206 Cooling E/W 0.0 0 0 0 0 SE/SW 56.9 0 0 0 0 South 0.0 0 0 0 0 Horz 142 16 2275 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 208 958 428 exposed b 13C 3.2 1.2 0 0 0 0 0 0wallsandc0.0 0.0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 1 0.01 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 221 348 456 252 427 561 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 01 0 0 11 Floors a 22A 25.9 0.0 0 0 0 33 855 0 Note: room b 0.0 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration .1 20.41 5.7 161 326 92 56 1141 321 13 Subtotal loss=6+8..+11+12 1006 5452 Less external heating 0 0 Less transfer 0 014Ductloss10°/ 101 10°/ 545 15 Total loss = 13+14 1107 5997 16 Int. gains: People Q 300 2 600 0 0pI120001 17 Subtot RSH gain= 8..+12+16 3423 471177 Less external cooling 0 0 Less transfer 0 018Ductgain10% 342 10°/ 47219TotalRSHgain=(17+18)•PLF 1.00 3766 1.00 S18820Airrequired (cfm) 0 174 0 239 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr CPubSOfC Right -Suite Residential*" 5.0.64 RSR26016 2002-Mar-01 10:21:37C E:\Files\DR HORTON 2002\1749\1749.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN a n Sw a c n 0 d 1 1 90 1.0 1.0 3.0 6.0 47.4 38.0 0.0 a n Sw a c n 0 n 1 1 90 1.0 1.0 5.0 3.0 76.4 18.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 7.5 6.8 76.4 14.0 0.0 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 5.0 62.4 23.0 0.0 LDY BTH2 BR3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR2 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 MBTH d n ne a C n 0 d 1 1 90 1.0 1.0 4.5 6.8 39.4 18.0 0.0 MBR a n ne a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 39.4 16.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.0 8.0 5.0 39.4 16.0 0.0bnnwaCn0d11901.0 10.0 1.0 6.8 39.4 40.0 0.0 FAM e y S a C y 0 n 0 2 0 1.0 0.0 0.0 1.0 142 16.0 0.0 KIT a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0bnneacn0d11901.0 9.0 4.0 8.0 39.4 40.0 0.0 wrightsoft Right -Suite Residential" 5.0.64 RSR26016 2002-Mar-01 10:21:37CCAE:\Files\DR HORTON 2002\1749\1749.rsr Page 1 Must have 3' both duct t0 roof cop,,' y qLa/fan 10.6 l.cd t J 60 12.12 I•cd 5"- 7tl250 ra 12 f l 0.4toI.cd ILI-V 14.14 cog ,' X 6. ID.6 l.cd 60 Ay, 1," 10.10 rag 12.12 l.cd 165 1,.8 i.cd 4" dryer duct ' 10.10 rag 2,0 to rooF cop 7• ,.14 0 m C d N D' O n C. 11 14.8 l.cd 215 8,I 3' bo h duct to roof cop fan 6' scale 11/81.110, 18.13 den 14.8 i.cd 3.5 tan ./5k. e240v IDh 215 platforn by bldr li1D.. E 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL nun clearance of , inches around the air handier per the State Energy code. All duct hos on r=6 insulation Rating L g N nv J EOOO s< r U N CO m U z O NN CD CD Y H N O 0 O z O Cd F— ON ON Co U Q (U o r N m w > z z oiti3JQF- m Q 7 J 0:3 Q Qf m EL .J (n O O CAULK BETWEEN ONE BY WOOD CONCRETE OP WOOD BUCK 6 BUCK BY OTHERS N'`'SOTHE OPENING 6Y OTHERS OPENING BY OTHEP.SB. OTHER-, CAULK BETWEEN VINIK]V FLANGE t WOOD BUCK i` MIN. Q 6 Ii IY 1_ ElEDEMBEDMENT Bv I -I/.' NIN CHUCK WIDTH) I EN3E DNENi IINSTALLATIONANCM$IP. ONE BY WOOD 3/16• DIA. TAPCON D BUCK BY OTHERS SHIM AS RCO'D, RIGID VINYL I/{' Max. GLAZING BEAD (SEE NOTES> BY INSTALLATION ANCHOR CTYP.) 3n6• ola. TAPCON STUCCO BY OTHERS SHIM AS REO'D. 1/.' MAX. CLASS O PERIMETER (SEE NOTES) (TYPJ(SEE NOTES) CAULK BY OTHERS c FLANGE TYPE 1 FLAKE TYPE WINDOW FRAME WINDOW FRAME JAMB CAULK BCTVCENHEADERWINDOWFLANGE v RIGID VINYL E WOOD BUCK PERIMETER GLAZING BEAD - CAULK TYPJ GLASS BY OTHERS DOW (TYPJ (SEE NOTES) V.v. IGt(I) (WINDOW WIDTH) E.H. BUCK W1GHT) CAULK BETWEEN WINDOW FLANGE t PRECAST SELL V/ VULKEN 116 ADHESIVE CAULK, OR APRV•D. COL. SECTION B—B RANGE TYPE PERIMETER VIN DOv FRAME CAULK SILL BY OTHERS T a W.W. ECAST SILL a u c / BY OTHERS Y A A B CNOTESSECTIONA -A 1) SHIM AS REO.O AT EACH WSTALLATION ANCHOR, MAX ALLOW:BLE SHIM STACK TO BE 1/4'. D 2) UBNOOW FRAME MATERIAL ALUMINUM ALLOY 6063 / - 3) INSTALLATION ANCHOR. MUST eE OF SUFFICIENT LTH. TO ACHIEVE / MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE a) USE SILICOMIZED ACRYLIC CAULK BEHIND WIHDOW RANGE A2 HEAD JAMeS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J I BVULKEM116ADHESNECAULXORAPPROVCOEOIJAL. 5) USE SILICONIZEO ACRYLIC CAULK FOR PERi.ETER SEAL AROUND W H —IEXTER7GrtOFW.00W FLANGE. r — 6) IF EXACT WINDOW SIZE IS NOT LISTEO IN ANCHOP CHART, US_ ANCHOR. OJANTITY USTED WITH NExi LARGE; S1?7. FO; 7 ` APPROPR:ITE DES" PFE5SUPE REO'0 7) GLASS THICKNESS 4AY vAP.'Y PER THE FEOUIF.EMENT5 0% AS;. E13OO GLASSCHARTS 8) LETTER _ESICNADONS ON THE TAPCON LOCATION CHART ITIDIC='E WHERE TA CONANCHGRS ARE TO BE INSTAL'_ WHEN US—r, T- EXTERIOR ELEVATION AS A KEY 5) ALL FACTCRY APPLIED HOLES NOT DrSIGN•':O FOR TA;-CCN ANCHOR SHOULD BE FILLED WITH `= SrREIr 0° S,JFF,C:E.- I TO PRWCi MIN %/5 OY FUSED --m mTv WOO(Jeucl- 10) FLORIDA EXTRUOE;;S il:rAC: yEc SA,, Uhf 1: <_Hpww -IS 1/ I PRINT ALSO APP•_IES TO 7-- FLOP.IOA E1TnL DE :_ iz, 0 :-,._ _:LO I rt.4/. . I I \ J N I SERIFSSING' E HUNC= — 1 I \VI I.) WHEREAT\H3•b I_ Ih:"a __ wM X•A: i•I =V!K w'i- 1 f 1'_ V: - -;. - + r ,il" Ti' Et=.I CAULK BETWEEN WOOD BUCK L MAS' Y. OPENING BY OTHERS CONCRETE OR MASEIIBY OPENING BY OTHERS 4 B TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30Ps: TO 40rS7 1 I AS7 TO 70PSF Spry TO 4019 s 1 PVTO 70r5F 12 is t/a x 23 e E F,C F.G 13 Ia f/a x 37 3/a 6 6 F.G F,G 14 18 1/8 x .9 5/e e 8 F,G F.G Ia5 is t/a x 35 f/. B B F,Gf,G 15 Is 1/4x 61 e e F.G f,G 16 18 1/8 X 7t B B F.G F,GNJ17 1a 1 X 8} FG F,CJ.K 1H2 25 1/2 i 25 8 e F,G1H1 23 1/2 x 37 3/8 e B F,CFA IM 25 112 X .9 5/a e B F.G F,c,H) IH45 25 1/2 x 53 1/• 8 e F,O F,CHJIM5 25 1/2 s 62 B B F,G F.Chi625V2x71BBF.c F,CHJ1H7 25 1/2 x 83 B B F,C,J.K F,G.I.K 30 1/2 a 26 29 1/2 x 25 e 30 V2 = 3e 3/a 29 1/2 x 37 3/8 B 8 F,CF.c 30 1/2 . 50 5/6 29 1/2 X 49 5/4 B e F.GF,GHJ 30 1/7 . 56 1/a 21 t/2 a 55 1/. B 6 F,C F,GHJ30 1n 63 29 1/2 X 61 e 6 F,C F,CHJ30 1/1 72 29 1/2 x 71 6 6 F.G.HJ F,G.HJ 30 1 a. 29 1/2 x a3 e e F.GJ.x F,CAA 36x25 0 23 36 x J7 3/a 6 8 i,G F,G 24 36 X .1 5/a e e F.cF.c.MJ 2- 5 3b X 55 e F.G F,CHJ 25 36 x 62 6 e F,CH! F•GH) 26 36 x 71 8 8 F,CHJ OFl.GHJ 27 36 x 8] 6 B F.C,JJ( F,G,H,u K a x 25 11 x 25 Q 3a 3/8 u X 37 I/a 6 e F.c F.c HJ2 = 50 5/a n x 11 1/1 B 9 F.c F•G.MJ a2 . 56 1/a u x 55 t/. 8 E f,G.H F,cHJ 42 . 63 11 x 62 8 8 F,GH.1 O,E,F,G,HJ 2 . 72 x 7i li 8 F.GHJO.U.GHJ 12 = 81 1 x 63 F.G.JK F,C H!JK 1a . 26 7 x 25 5 A.0 1•- a 5a 315 7 x 3. 7/a o A-C F,G F,G.HJ a . 50 5/a 7 x .9 5/3 B A r F,G F,G.H) a 56 1/. 47 x 55 V1 E A.0 F.GHJ H! 8 . 63 11 1 62 8 A.CO.EF,G.H! sa = 12 7 x 71 8 A.0 F.cH i O.E.F.CH! 1 7 x 83 of F K D FCHI M 32 52 VS x 25 E A.0 F,C F,C 33 52 1/e x P }/a 8 AC fC F,C,H.I 3< 52 1/3 x 19 5/a o A,C FA F.G.HI 345 32 1/a x 55 1/. 8 AC F,C.H,1 O.EF_C.H! 15 52 I/a x a2 e AC F.G. H! O.E.I 36 32 Va a 71 8 A.0 F,G.M ID.E.f GH! 37 52 1/5 x 63 A.0 F.G J.K O,Ei.G Js JK3; SI_= NO" AV.JLAELEIN ICOO OP 1500 SERIES 1 ONAL. INC FLORIDAEXTRUDERS `"SAFORD, FLORIDA TITLE INS i<A 71ON K7i _ ViNK.;: ! 000 i500 .- -0OM DRAWN BY: I APPPOVED B't. iiJ/ i1=./:_)' I:CALE DWC LX0-0 I' MIN li(' IIAI 48 INSTALLATION nB[dEN( SNIn SPACE ANCHOR SCREV (TYP.) CAULK BEHIND FIN SHIN AS RED 'D. TAD BY FRAMING BY OTHERSTH By OTHERSByOTVO BY BUILDS DOvNByOTHERSSEC NOTES) CAULK BEHIND FIN FIN FRAME JAMB NOTES 8 INSTALLATION HIM AS REO'D. I) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING eICIOR SCREV (T TPJ SEE FATES) MiM, MAX ALLOWABLE SHIM STACT( TO BE 1/4". GLAZING (T TP. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) _ 3) USE Sa.ICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. r m VCINL Tp-m 4) USE SuCONiZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF TROT WINDOW FRAME. OF E1300 5) CLASS THICKNESS MAY VARY PER THE REOLOREMENTSCLASS ALSO ED. CHARTS. SINGLE GLAZING K SHOWN. INSULATING GULSS 15 AL50 Ouu.1FE0. SHEATHING 6) SCREW ANCHORS AT HEAD. Sal & JAMBS SNOL&D BE /8 SCREWS or SUFFICIEN7 BY OTHERS LTH. TO PROVIDE MRL I IN. MIN. EMBEDMENT INTO WOOD FRAME. PUCE /8 EXTERIOR FINISH SCREW ANCHORS 6- FROM CORNERS AND 24- O.C. MAX. EXTERIOR BY OTHERS 7) BUILD DOWN AROUND CURVED PRTIDN OF WINDOW FRAME TO BE ENGINEERED BY EXTERIOR FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY BY OTTERS_ TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. AU PERIMETERCAULKB) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO BY OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &. 2000 SERIES. PERIMETER CAULK VIDTNBYOTHERS9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT RMHOED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN FRAME HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULL". SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. GLAZING ( TYP. SEE NOTES) wbaw KTWTEXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH -- BY OTHERS AS INSTALLATION ANCHOR SCREv (TYP.) SHEATHING - Br OTHERS FIN FRANC SILL SHIN AS REO-D - SEE NOTES) / L I/i" MAa S, iI. SPAT( EXTERIOR ELEVATION 3Y OTHERS LaI l A CAULKBEH;NC FINE, VL SECTION A -A Wks Tsvl w iTEXTERIOR EL=VATIQN NA71ONAL, INC FLORIDAEXTRUDERS 'SANFORD, FLORIDA TITLE' FIN INSTALLATION DETAIL LDESIGNERFIXEDWINDOW1000, 1750, & 2000 SERIES 2002 DP.AN'N BY BB APPROVED BY: DATE 02/14/02 ISC.ALE NTS IDwc : FLEX0037 01 ONE BY BUCK BY OTHERS CAULK BETWCEN WINDOW FLANGE t SHEATHING PLYWOOD (TTPJ BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK J BY OTHERS WINDOW FRAME — HEAD SHIM AS REO'D SEE NOTES) WINDOW HEIGHT EXTERIOR GLAZING (tYP. SEE NOTES) WINDOW FRAME SILL PERIMETER CAULK SHIN AS REO'D BY OTHERS SEC NOTCS) EXTERFINISH IM BY OTHERS\ CAULK eETVEEN dVINODVFLANGE QtONEBYWOOD BUCK CAULK LICTVEEN WOOD BUCK t MASONRY OPENING BY OTHERS MOMP, TCONCRETE OR SEC IIOII A. —A BY OTHERS INSTALLATION ANCHOR 1110 SCREW BUILD DOWN BY OTHERS ALSO APPLIES I)ES10SILLHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRANC MATERIAL: ALUMINUM ALLOY 6063. I-3/8, MIN. 3) TAPCON WSTALLATION ANCHORS AT SILL MUST BE OF SLIFFICENT LTH. TO ACHIEVE EMBEDMENT MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. /10 INSTALLATION SCREWS AT HEAD & JAMBS MUST BE Or SUFFICIENT LENGTH( TO ACHIEVE 1-3/8 MIN. EMBEDMENT INTO WOOD FTTAMING AND BLOOD DOWN WHERE REOUIRCD. INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN. O.C. MAX. 4) USE SILICONQED ACRYLIC CAULK BEHINO WINDOW FLANGE AT HEAD. SILL& JAMBS. S) USE SWCONtZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE- 1/4- MAX. 6) CLASS TH CKNESS MAY VARY PER THE REOUNREMENTS OF ASTH( E1300 GLASS SHIM SPACE CHARTS, SINGL GLEAZINGIS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 9) CLEvATIONS SHOW COMMON CONFIGURATIONS, IT IS NOT *(TENDED TO UNIT USE OF 7MIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE IODO. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MUL UON INSTALLATION SHEETS FOR REOUIREMENTS. BUCK HEIGHTi I/ MAx EXTERIOR ELEVATION SHIMSPACLM LILIlivi II GRID VON M! W> Etl1\l1!'ll'1.A1 OBEDMENT DNE ET W VE> ER NAME: OD G00 BUCKBY1ER FIEZ 1-3/ B MIN EMBEDMENT BUCK WIDTH 1/4MAX SMIN SPACE CAULK BE TvECN TWO BY BACK TWO By FRAMING BY OTHERS t. CONCRETE BY OTHERS SHIM AS REO' D INSTALLATIDN ANCHOR SEE NOTES) BIDSCREWWINDOWFRAMECAULK BETvCEN JAMS WINDOW FLANGE a WOOD BUCK GLAZING (TYP. SEE MOTES) a _ 4 CONCRETE OR NASON2Y PERIMETER CAULK BY OTHERS BY OTHERS WINDOW WIDTH . \\— EXTERIOR FINISH SECTION B—B BY OTHERS WINDOW WIDTH A W I ' HEIGHT B BA EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL, INC SANFORD. FLORIDA TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOWN DESIGNER. FIXED WINDQ' 1.1 1000, 1750, 6 2000 SERIES DRAWN BY:BB APPROVED BY DATE, 021ILl/0= ISCALE `JTS )DWG FLEX0036 SHEATHING gY OTHEP.S OR SIDINL+ BY OTHERS PERIMETER CAULK BY OTHERS o lCIA CATR YJZCf,S _ - -- r• t1' r un— SLIDING GLASS DOOR FRAME SILL INSTALLATION ANCHORSHINASRE'0'0 c8 SCREW SEE NOTES) CAULK BETVEEN TVO BY VDODDOORFLANGEBYOTHERSLSHEATHING i i v 1/4' W1X SHIM SPACE DOOR vIDTH SLIDING GLASS DOOR- FRAME UanB MAX. )HlM ]FALL Tvp Br VpOD 1-1/B MIN /_ BY OTHERS L TEMPERED CLASS It N TYP.) PERIMETER CAULK BY OTHERS SECTION B-B A-1 I N EMBEDHEN, EXTEP.IOR ELEVATIO D G 1-1/4' MIN. 1 T P - 2 PANEL DCSia SHO'JN Q U d I u D 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS CTYP.) DOOR HEIGHT A. —/ D I LIBERALLY APPLY ) CAULKING UNDER SILL OF SET SILL IN B.0—IN$TALIAiO:v ANCHOR OF CONCRETE !,!6- D;= TAPCON AI S' C iFiN A- F ; 2BIJ2 SLIDING GLASS DOOR — HOOK. STRIPSHIMASR£7D. SEE' NOTES) - INSTALLATION ANCHOR 98 SCREV CAULK BETVEEN INS: ALLATION a H+OR 2 SCREV TVO BY vppD ET OTHERS CAULK BETWEEN HOOK STRIP L ' SHEATHING EMBEDMENT , t DOOR FLANGE- L SHEATHING SHEATHING BY OTHERS SHEATHING - BY OTHERS TEMPERED GLASS STUCCO (TYPJ STUCCO OR SIDINGORSIDINGBYOTHERSBYOTHERSSLIDINGGLASSDOOR INTERLOCK HOOK STRIP DETAIL MT%S: - .. 11 DOM MATERIAL, ALVHINKN ALLOY 6461 - 2) LB INSTALLATION SCREWS MST BE OF Sifr'ICEHT LENGTH TO ACHIEVE MIL EMBEDMENT ) Or 1-1/6' INTO VOGO. TAPCON TYPE INSTA ATTON ANCHORS AT SILL Mvsr BE OF SUFFICIENT LENGTH TO ACHIEVE MIN EMBEDMENT OF 1-VA' INTO NASOFtT OR CONCRETE, - ._ 1) INSTALLATION AKHGR CHART OH BACX GE THIS SHEET. - USE SILICOAZE0 AC TUC CAULK BEHIND ODO? FLANGE AT HEAD L IANBS 5) USE SILICCHIHO ACRrLIC CAULK FOR PERIMETER SEA. AROUND EXTERIOR tr 000, - 1 6) IF EXACT DOOR SIZE IS NOT LISTCO IN ANCHOR CHART. USE ANCHOR OUANTITT LISTED VITH NEXT LARGER SIZE. FOR INC APPROPRIATE DESIGN PRESSL.- REO'D7) FOR POCKET DOM SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TG rIRSME GPENING: ;- b PLACE INSTALLATION ANCNU.RS. IN FRONT OF Ham. STRIP AS SHaVN B> GLASS intCXNESS Mu VAR, PER REOUIRCNENTS OF £TM C1100 GLASS CHARTS - - 9> DOOR vNtr lS APPROVED USING TENPERED GLASS IN SINGLE GLAZED OR INSULATING CLASS 10) IAMB N SILL CORNCR: ARE TG BE SEALED vIT. A SHALL JOINT SEAN SEALEP. IU SHIM A: REED AT EA SET OF INSTALLATION ANCMRS. HNX. ALLOWABLE SHIM STACX TO BE 1/A-. 12) ALL INSTALLATICN, AKHEFS MUST BE -DE OT CGRROGION RESISTANT NITE IALS IS) vHCRE •x• RE MOVING PANCL AND V' REPRESENTS FIXED PANEL APPROVED CONFIGURATION: ARE A: L!STEO GY, ANCHOR C,aRT ON BACK OF THIS SHEET N NG, ALL COFIG F ATIONS LISTED ABOVE ARE SfJv% ON THfl ORA 41C. rQV V£R INSTALLATION SECT I(NS .a A-- 'B-B- L NGIaX STRIP OETAOL APPLT TO INSTALLATION OF ALL APPROVED FLORIDA O' USN IDa Ex,Tfi,,,(ICRS )DOD EERIE: SLICING GLASS DOOR is SMa/M THIS PRINT ALSO APP_IES i0 2000 SERIES a0 500 SERIES. P.EVI DESCRIPTION DATE i [N[ L L O R I D A INT EXTRUDERS SANFORD FL TITLE SLIDING CLASS DOOR INSTALLATION WITH t? 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Fes- 11/ P.MM! __ MIN' r A EL=' J4T_'i\ ViENE- CFROM cXT ., R X 4 x 3/8 T' J5= Mli! :0N Y 4 rFORFLORIDAFLORIDA EXTRUDERSSAND, TITLE'r!. _ i rJ _ - I 1 ' it _ MULL i' DRAWN EY: AP?F.0'1<D BY: iJ,-- _., :^ n. ATr.;'. _ c("AT.F-i1'N,. SERIES 1000 & 1500 FLANGE -SINGLEgNGE' SINGLE HUNG WITH TRANSOM HORIZONTALESITYG ;CAPACITY UR CAPACITY i CAPACITY i CAPACITY j CAPACITY CAPACITY CAPACITY CAPACITY 3MULL CAPACITY 3MULL I CAPACITY 1MU1LL I CAPACITY CAOPACITYN CAPAD 1MULL6,tIUBE tMULLe, 1MULL 1 X4X1 /8 TUBE MULL 1 X4NCHOTUBEMULL 81X i TUBE MUL !TUBE MULL WINDOW i WINDOW UNIT 1 X2XIMULLTIP -TO -TIP TUBE 1MULL TUBE 1 TUBE TUBE TUBE MULL81TUBE TUBE OA(a)1 A(5) SECTN AHA(51 SECT AHA(6) ANCHOX3/8RS I SECT. AHA(fi)± 6 ANCHORSNC SECT. AHA(7) CAL ;TUBE SIZE SIZESIZEi SECTN AoA t SE ANCHORSOA2 SECT CA A(2) SECTVCA A(3) SECT. a (3) SECTNCA A(a)1 SECTSECTNCA 11679.78 12519.66 12519.66 HORS SECT. 1 1839.88 11679.78 1839.88 1679-78 i1679.78 2519.66 12+HC 119 1/e X 35 9/16.839.88 111679.781 t839.8811511.80 13+HC jt9 1/8 X 47 t5/t fi 635,96 _ I iT271.93 635.96 i 114 924 635.96 1 1025.47 i 512.73 i 1025.47 i 1025.47 11538.21 11025.47 1538.21 1538.21 14+HC 9 1/8 X 60 3/164512.73 j1029 47 512.73 j922 512.73 941.68 470.84 1941.68 941.68 11412.53 941.68 1412.53 11412.53 8 X 65 13 16i470.84145+HC09 1/ / 1941.68 i470.84 847.51 1470o84 428.80 857.60T•8a i857.60 I857.60 1286.40 857.60 1286.40 1286.40 15+HC . 119 1/6 X 72 9/16 428.80 857.60 ________---- 428.80 771.84 i689.72 383.18 766.36. T- 383.18 766.36 766.36_ I 1 149.54 j 766.36 1 149.54 1 149.54 16+HC !19 1/8 X el 9/16'383.18 i766.36 383.18 s610.3.9 i339.08 678.17_ ,.i339.08 j678,17 678.17 1017.26 j678.17 1017.26 1017.26 17+HC 119 1/8 X 92 9/16;339.08 1678.17 339.08 1032.83 1032.83 1549.24 i 1032.83 1549.24 1549.24 1 H2+HC 6 1 /2 X 39 1 /4 516.41 ' 1 1032.83 516.41 929.54 1516.41 j 1-a- 83 516.41 j815.57 815.57 i1223.36 815.57 1223.36 1223.36 1 H3+H 1 /2 X 51 5/8 407.78 815.57 407.78 j734.01 1407178 --=- 815.57 .14Q7,.78 rz--' t335.12 1670.25 j670.25 I1005 38 i670.25 11005.38 1929.34 IH4+HC 6 1/2 X 63 7/6335.12 1670.25 1335.12 jfiO3.22 j33&.12 j 309.78 670.25 1619.56 1309.78 1619.55 619.56 929.34 1619.56 929.34 I929.34 i H45+HC 6 1 /2 X 69 1 /2 309 78 619.56 309.78 1557.60 1 j 568.01 284,00 j 568.01 568.01 852.01 j 568.01 1852.01 1852.01 1 HS+HC 6 1 /2 X 76 1 /4 284.00 568.01 284.00 i 51 1.21 284.00 255.64 51 1:28 255.64 1511.28 1511.28 1766.93 511.28 1766.93 766.93 1 H6+HC 6 1 /2 X 82 1 /4 255.64 51 1.28 255.64 460.16 1225.60 1451.21 225.60 1451.21 t451 21 1676.81 451.21 1676.81 1676.81 1 1H7+HC 6 1/2 X 97 1/4225.60 1451.21 225.60 1406.09 1273.64 1521.39 1273.64 1547.29 1547.29 820.94 1547.29 1820.94 1820.94 22+HC 37 X 44 1 /2 1 273.64 346.70 j 273.64 1478.99 1 I 760.54 23+HC 37 X 56 7/8 ; 253.51 321.20 1253 Tz1 443.75 212.58372.a1 5.81 j 212.98 4225.97 _ 4225.97 1 638.95 1425.97 638.95 638.95 j 37 X 69 1/8 1212.98 269.85 9a 378.05 198.41 396.83 396.83 1595.25 1396.83 595.25 1555.2524+HC 245+HC1 37 X 74 3/4 198.4•39 198.41 347.31 i198.41 183.37 j 349.38 183.371 3664747366.74 550.1 1 366.74 550.1 1 550.1 1 25+HC 1 37 X 81 1/2 183.37 j 232.32 183.37 320.97 1317.30 I166.53 333.0fi 333.0`a i499.59 333.Oti 1499.59 499.59 26+HC 37 X 90 1/2 166.53 210.99 166.53 1291.49 j166.53 - 1282.68 -- 148.36 1296.72 296.72 1445_09 296.72 I445.09 4d- _ 27+HC 37 X 102 1/2 `148.36_1187.97 T- 148_36 1259.69 1148.36 I 4 189.45 1 296.28 444.42 1 296.28 i 444.42 444,42 32+HC 153 1/8 X 51 9/16:88.34 i188.34 1122.05 1122.05 1132.85 132.85 1117.68 1 48.1 131A2 167.82 262.04 393.06 j262.04 1393.06 i393.06 33+HC 53 t/e X 63 t5/tfi78.25 1178.25 108.11 i108.11 117.68 112.44 1125.12 160.35 250.25 3.75.37 52i025 4__ 1375.37 1375.37 34+HC 153 1/8 X 76 3/16.74.77 74.77 103.30 j103.30 1112.44 i108.58 120.77 154.83 241.55 362.32 1241.55 1362.32 1362.32 3'S+HC153 t/8 X St t3/t6 72.20 j72.20 199.75 lag.75 j 108.58 101.33 112.62 144.49 225.25 1337.88 225.25 337.88 1337.88 35+HC 153 1/8 X 88 5/16`67.3_8 t67.38 93.08 93.08 101.33 93.04 i103.33 i132.68 206.67 310.00 1206.67 310.00 310 A0 - 36+HC 153 1/8 X 97 9/16161.87 61.87 I 85.48 8 .48 93.Od 93.09 i19.6d 186.18 J279.28 186.18 279.28 i279.28 37+HC 153 1/8 X log 9/16 55.79 I55.79 177.07 177.07 183.90 __83.90 SERIES 1000 & 1500 FLANGE HORIZONTAL ATIONAL, INCFLORIDAEXTRUDERSISANFOD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES SHEET 2 OF 2 TrrTF JANOTE: 1) NUMBER OF ANCHORS NOTED FOR TAPCOiN 1X2X1/P RS c r tX22XVe GN EY40L.i) LZ3C t: 13CG T=JnE 4 _uuh Tlx= ?5?! ICV i n CC EY LT3T= JW..E LTYFJ ` 1 1/1' NIN. x 1/2 SEEP n k8 X 1/2 S_ P EN.EEANwNT Q TAPFING SMS SEALANT FET1.h _ -- SEALA.N H£TVEEK r: Tx v FLANGES 4tr:L} .r : LA.Svac a F I _ `B X 1-+J2 S - _ t2 X 1-I/- SELF TUn_ MILL ON ..- ia •r TAPPING SMS J Tom* i1u SF!S CTIOt 'A—P, i _ .. SECTION A A i2 i rl X c 7/16 X 1/E - I X 2 7i25 x 3/fi 100 S t- Y r c• N.JLLiu S•KWEE KJ111%•N - - JAMB LTJ_ LAME' TYJ l TUEZ JAMS (TYP.) - 112 SELF ic. SMS TA?PIh'G SMS SECTION A —A l_5; 1 x 4 X i/E TUBE MULLION aE " 112 SELF TAPPING SMS m X I-1/2 SELF• S<,4`A9T EETVEEN TAPPING SMS VIN-204 FLANGES 1 KPLt IiON kE X :-1l2 SELF — TAP=lKi SMS I SECTION A —A f4i i t4X3/s ± 0. E MULLION'13. FF=LNT Vogl' LI. T tSv, 103a o' 3n.-Yp.: JAH3 ..r, 1 J. 1 i } S7; tE x it SELF 1 RE X 112 SELF TAPPING SmS SE4UTe•: T ETVZ—,N VINLCV FLAW=-'S L WLLION SECTION A —A (7 rr_, rCBETE CR NASONP Q z . EY OTF RS INSTALLATI • N' ANCtiC-R '3/I6' C1 - t TA; ZCi SCARE VA,'CFER CTY .. 3 EXTERNAL Nu'.LION , INSTA. LLATNaN 'CiiP.. I ITYPjrA I ULLION TOVCONCRETE HEAD 2 0UES TO HEAD & SILL WKRE )' X 4 Ec 2 X 4- rUeE lUULLIONS AhE USEC) YIML = r3/ W PLC TAKON i] SCR£V ANcRaz t7YF.) 1 SILL C+_IF - 1 1 11r NiN. _. f- aST Sill- I ET CiilcRS r KTA[L .ZifX111dPi1 Gi-,ATP L1• sR Aa1PIrIC"IF1. ANC&S, L14rN RE':'iilRLli) Aj 1 A ! I O O V Sms LTYF.3 ` GcTa(:_ 2 Fi EVATIQ _ i I J FLORIDA EXTRUDERS INTERNATIONAL, INC 1 SANFORD. FLORIDA TITLE: c 1C, •nlv 0 = L A\i ` Ji!L=T ? J C Cr n 'r.Y: "*--- APPFOVED BY: M I A M I•oADE NI IAMI-DADE COUNTY, FLOR11 METRO-DADE FLAGLER BU1LDI, BUILDINC CODE COMPLIANCE OFF1 ME 'RO-DADE FLAGI.GR BUII.Dr. 140 WEST FLAGLEIt S'Ilt1TI% Stlrlli It MIAM1, FLORIDA 33130.1. PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-29I01 FAX (305)375.2• Premdor Entry Systems CON•r[W'Con,t:cri 911 E. Jeferson, P.O. Box 76 OU5075-2527 FAN(301)373-: Pittsburgh ,KS 66762 CONTILWI'011 r ralua:,\n:NT DIVI,I 303) 373-2966 FAX (.105) 375-: i,uoi)u(r co,%rrnoi. uwis: 305) 375.2902 I AX (305) 37N Your application for Notice of Acceptance (NOA) of: Eutergy 6-8 S-W/E Inswing Glaze'd Double w/sidelites Residential Stcal Door under Chapter d 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 -Da( County Building Code Compliance Office (BCCO) under *the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if is determined by BCCO that this product or material fails to meet the requirements of (lie South Flor Building Ccde. The expense of SLIC11 testing will lie incurred by the manufacturer. c' ACCEPTANCE NO.: 01-0314.25) EXPIRES: 04/02/2006 haul vwangucz Chief Product Control Division THIS IS THE COVCRSHEIST, SEE ADDITIONAL PAGES FOR SPt?Cim AND GCNERAL CONDITIONS BUILDING CODE R PRODUCT REVIEW C0NEMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Build: Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. APPROVED: 06r'051200 i v Francisco J. Quintana, R.A. Director Miami -Dade Comity Building Code' Comphince 0111, Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 200E approves a residential insulated door, as described in Section 2 of this Notice of Accepto designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 2: not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-1V/E Insiving Glazed Double •12esidential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio\ documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that the ang!e between the edge of canopy or overhang to sill is*less than 45 degrees. Unless unit is installed.ii non -habitable areas where the unit and the area are desi mcd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum b otcction system. S. LABELING 5.1 Each unit shall bear a pernianent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatic 6.1..3 Any other documents required by the Building OFlicial or the South Florida Building Co SFBC) in order to properly cvaluatc the install ion of this system. 2 16_zll vlanu I Pcrc2, P.E. Product Co C Exan Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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 aeceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddet or process shall automatically be -cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 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 the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as %vcll as approved drawings and other docunicnts, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TII IS ACCE11' 'ANCE Manu Perez, P.E.; Product Conte -l am Produ 'ntrol Division Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing X SinglesI 2'0" 1 1Mrl COP-WL-MA0141-02 t 02-0419.08 Application Filed) t• 1 52.0 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed XO, OX, OXO j i 1 lli!I 2'8" + 1'0" TM14M UQZOPI COP-WL-MA0143-02 Min ail-ToWlKoll 02-0419.08 Application Filed) r• 1 52.0 1 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'l0" + 1'2" 3'0" + 1'0" 3'0" + 1'2" IV' +2'8"+IT COP•WL-MA0144.02 02-0419.08 Application Filed) 52.0 NO i 1'C" + 2'l0" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" - 3'0" > 1'0" 1'2" + 2'10" + 17' 12 +30 +12" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 1 2'8" + 2'8" COP-WL-MA0142.02 02.0419.08 Application Filed) 52.0 NO I 2'8" + 2'8" 2'11]" - 2'10" TO" . TO" 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" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under [Ile 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 (wentmasonite.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. Masonite Interna:tonal structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, 02 P%2 . a O ak aft AR0EW 1 I1i 1•hf, 1,At\ r,1:1. I" DC -A, 1-0— ["" Dtl d9r792002 o•• rDt-" Om<onuw-y onroum of c ron.n.oan,a+, n».[ssxolrc lons.cngn no o•aaua Masonite International Corporation 0t.1d:uLi::l 1003r7 'W00U1n01." Glazed Unite X X0, OX, OXO XX, OXXO COP-WL-MA0100-02 ` j FIBERGLASS DOORS 6'8" Height — Outswing l TV 2'6" _ 02-0418.03 TV COP-WL-MA0161-02 (Application Filed) 55.0 NO 2' 10" 3'0" TV Not Listed Not Listed - - Multiples1 Masonille1 r.l 1 t• 1 1. TV + 1'0" 2'8" . 17" I 2A 0" + 1'0" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NOt'i" 3'0" + 17, -- 1'0" + 2'8" + 1'O" COP-WL-MA0164-02 02-0418.03 Applicalion Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17'+2'8"+17' 1'0" + TV + 1'0" IV' + 3'0" + I'0" IT" + TIT + 17' 1'E" ; 3'0" + 1'2" 2-6" 2'6" - TV i 78" + 2'8" + 2'e" y 2' 1 G" + '2' 10" + 2' 1 G" i 3'0" + 3'0" + 3'0" _ 2'8" + TV COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO TV + 2'8" 2'10" + TIT 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" 02-0418.03TV + 2'8" + TV + 2'8" 2 11G + 2 10 + 2 10 + 2 10 COP-WL-MA0165-02 (Application Filed) 55.0 NO 3'0" + 3+ '0" + 3'0" + 3'0" Note; 1. Dccr a. rangernents using fewer panels than wha! is shov:n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoni;: International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile 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 siruclural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201PA202 & PA203. IG Gtlt, Al K1.. i a.e .,.' rhv 1100ns s"n o.:.; Mn• e r1 M. n02 Oul roounuoo voglam cl yoO VJ .:,;r , iem miles weauneom. assign ma anaad Masonite l n t e r n a t i o n a I C o r p o r a t i 0 r. 01A ;^.Cl 1O :hinge •nlhoq'I %' CC. Glazed Units COP-WL-MAOI00-02 FIBERGLASS DOORS 8'0" Height — Inswing Singles (width) 2'0" 2'6" X 2.8" 2' 10" --- 3'0" 3'6- JUM, 7Mir, mi, E COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 Ito. NO Not listed Not ListedArrangement t I X3. ox, 'Xo Multiples (width) 2'8" + 1'0" Masonite- tnal COP-WL-MA0148-02 02.0423.01 Application Filed) DIP Rating 40.0 Impact NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 1'01" + 2'8" + 1'0" COP-WL-MA0149.02 02.0423.01 Application Filed) 40.0 NO L "0" - 210" 1'0" 17 + 2'8" + 17' 1'0" + 2'8" + 1'0" -- 17 + 3'0" + 1'D" 1'2" +2't0" + IT 1'2" + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8"+2'8"+2.8" 2'10" + 2'10" + 2'10" 3'C" +'3'0" + 3'0" I i XX, OXXO 2'5" 2'3" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO TV + 2'8" — 2'10" + 2110" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0150.02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangeman!s us; ;g fewer p3nals than, what is shown in the above chart also comply under the product approvals shown. 2. Assembly detail:; are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Insta:taJon instruzIio^s are Milne froc, the f.;asoni:e Interna'.icnal website (www.masonite.com) or from the technical center. Actual desic;l pressure requi;amens for a specific cuild!ng design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or Kcal ^uiloing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, (crced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak aft n•.x r,,, .t,s Crv•r .r aoor.t u"s.,...cra.•,,,cor o.,r, r..c•,.I%'n' s;•:r,c: VIM— APIMnto:vr,;etx•i,-am•a.ut.r:cn.-y Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing ISinglesI 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" I 117711115119MERFI 1 I• 02-0423.03 COP-WL-MA0166-02 (Application Filed) n,I 47.0 I. NO Not Listed Not Listed IMultiplesI X0. OX, OXO 2'8" + 1'0" I1174 I COP-WL-MA0168-02 1FT 174 Iqqlm 02-0423.03 Application Filed) I• I 47.0 I. NO 2'8" + 17' 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 17' 17'+TO" +17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 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" + 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. n Oakcraff AR EW PI!Nl Y•IWOMS No,.G.m..er<..ryu L" I DmMre 29. 2002 o.. n. D.... VVVV® Our Con N-N 01091JM of DloduD mD'ORMMI Mlles WeeJ ocrions. desgn lnd procuel Masonite International C o r po r a t i o n deud suofect to Cnlnde ",Inou1 mite Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing ArrangementSingles1 MasonileInternationall 2'0" 2'6" X 2'8" COP-WL-MA0101-02 2'10" 3'0" 3'6" Not Listed OCCO 01-1031.01 OP Rating 76.0 NO Not Listed 1Multiples1 masonite1Miami-Dade BCCO 2'8" + 1'0" 2'8" + 1'2" 2'10" + 17 02-0109.10 2'10" + 17 COP-WL-MA0103-02 (Application Filed) 3'0" + 17 3'0" + 17 I• Rating 55.0 impact! Rated NO X0. OX, OXO 1'0" + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 17' 17' + 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" + 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 Oakc,raff noOMC AR k EK" t I011:NC1.A1( EN'1'NY E_ D—, ogre 29.2D01 a..rnr Dee., ODr coebmmng program DI proaW mDrm meet mikes "evkxons, petin 1W DroOuDl Masonite International Corporation Wall suole(l to eNngt wd.oul mice Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing 1 1 COP-WL-MA0121-02 I r 01-1031.02 I•Rating 76.0 I. NO 1Singles1 X 2r0" TV 2'8" 2'10" 1 3'0" 3'6" Not Listed Not Listed X0, OX, OXO MultiplesArrangement1 2'8" + 1'0" 11.1 1Miami-DadeI COP-WL-MA0123-02 02-0109.09 Application Filed) I•Rating 55.0 Impact NO 2'8" + 1'2" 2'10" + 17 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + IT' 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-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 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 8 PA203. O akcraff AR k EK1e rdwwre.e"p Nwae" tw 2=nFINI;Xf; I.A,lC I:N'1'NY•nOON[ Aprd 29, 2lpt Our Con40ulOQ orograM 01 0roaW noror Ml mates WCdKaWS. de$;9n an0 0rod"I 0"• r 0ee.r M a S O n I tC I n t E r n d I l O n a l C O rp O r a I l O n atud auoleC110 CNOQC "100e1 MI<e FIBERGLASS DOORS Opaque Units ArrangementSingles1 1 1 1• 2'0" 2'6" 02-0109.08 X 2'8" COP-WL-MA0106.02 (Application Filed) 2' 10" 3'0" TV Not Listed Not Listed 8'0" Height Inswing 1 70.0 1. NO X0, OX, OXO Multiples (width) 2'8" + 1'0" Masonite International COP-WL-MA0108-02 11111111111[fiITI,, 15TH44M 02-0109.08 Application Filed) 55.0 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-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1.2' 1'0" + 2'8" + 1'D" 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" 17' + 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-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown, 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 PA202 & PA203. 0 Oakcraff d. 1 < d AR EK" KWI, 1,1II I:Xfl, A,1\ NY,IIIIUM r••""•e lUweY., lmrr Ooo•. C.' lU"' VYn•. /.n 4 Ao.4 29. 7002 a///l///, Our Com.nu.m o.0013m 01 01oo"tl . D'C.Imem mJkeS SoeCOt,1.0M oeSpn no 0l0ou0 aeun suoiect to CNnoe .snout notte Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing X 2'0" t.t t 02-0109.07 COP-WL-MA0126-02 (Application Filed) t 70.0 NO 2'6" 2'8" 2' 10" TO" 3'6" Not Listed Not Listed Arrangement X0.OX, OXO width) 2'8" + 1'0" COP-WL-MA0128-02 02-0109.07 Application Filed) 55.0 t. NO 2'8" + 17 2'10" + 17 2'10" + 17' TO" + 1'0" 3'0" + 17' 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17'+37+17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8„ COP-WL-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'l0" + 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 Oakcraff r,, e...t AR k EK'" INI tt I:X (:I.A\ti E.W1 N\'nOO4.% N.n.i•.yr.y 1O ,e emrr Door Aotd 29. 2002 a••°Ir o. e.. Out Comnump otopram of proouel mprov menl miles Wcd"I s, defpn 1n0 proo"I Masonite International Corporation oeldd suoleCl to Cfldnpe wdhout notce. X Unit r I 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8" MAXIMUM ON CENTER TYP. ruuuuunur•1.71aua nrinu 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening I Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (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 At 56.16) 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 a8 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 NDS for southern pine lumber with a side member thickness of 1.114•' and achievement of minimum embedment. The 3116" 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 apnl29 2002 0...., o..,, Our conl,nu,n7010VIm of DrNo + 0,0•emcnl males sMd"il ns, r'•dSOnlie In ICrnJIlOndl COfpOraliOn Oesgn an0 o.oaucl delad suDiK11D cn oe wdn0ul no1Ke XO or OX ' t t t t Unit 1 SINGLE DOOR WITH 1 SIDELITE 3' 6' 6' CL TYP. TYP. TYP. TYP. 6' TYP. 61" UNIT 8't1" UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 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 At56.2) 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 p8 and a10 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. alue29 2007 nnasonice International Corporation 0., - o,*W+ .1 p,Wutl "•.t+„MI nt.•Ct tI,CCuq.l9nt Ott,. JnC 3,00utl oeu,l tuolfCl to c-,l t .4nou, w ce Ox0 Unit HTYP. TYP. CL TYP. 1 1 / 1 SINGLE DOOR WITH 2 SIDELITES t t t t f T T T T T r 6' TYP. 6- TYP. 6'8" UNIT 87' UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 11fiffilmurn Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" 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 18 and #t0 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" 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 Apid29.2002 Masonite International Corporation Ow camu1 —aW .00 tiaccna+nn•. 0- 9. 1.10 WOW ocun wuitti 10 came —0.1 nmu oxxo Unit DOUBLE DOOR WITH 2 SIDELITES CL y'-TYP. TYP. 3' 9yp I ( I ( ( I ( ( ( ( I ( TYF I II II 1 II I 1 11 I( 6'8' 13- f , f f Minimurn 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. f f f UNIT 87 UNIT 5116' 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 At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156A6) 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 88 and q10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum I.1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Aptd29'2002 nnasonite international Corporation fur cOnlmu,n2 0r0013m 01 DrOduCl unDr0+MIMl M4% SDMIIKJICn% desyn Jnd Drdmm dean sutnen 10 cvnV «d wl MKe XX Glazed Inswing Unit APPROVED ARRANGEMENT: p ;.; s p !Y.+ COP-WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size . 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 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: 00 00 °® 00 00 00 000 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 M N ° [a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 RIL 107 Series108 series 304 Series Series' Tnis glass hit may also be used In the following door style: Eyebrow 5-panel will scroll Oak raff AR k EK" N.u l rr n Ir ru.r•I 1• IUU-:LA.I] L'ra'tKV 000M.s T..vr<14rrr4nEmr,O— Masonite April29.2002 moo. . oa International Corporation Our conunumb Drognm of Droeup mprovement males SM,1,cjtQns. des,gn and DroduP dew$ subject 10 change wnnout Mt4t XX I t t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a .e 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 Oakgraff AR EKr 1. • t I I111..1;L.\ 11 I.NIM\'`Ur)r,Il, W t..v F• eq bnr, Own April 29. 2002 M dS O rs l i e Ifs I e Ir1 a l lOna l C o r p o ra t i o nOurcommuneDroonmorbroeutl •nom, meat notes sonar wns, eesgn and orochav cew subject to enanee -Irtm no14e XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size - 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 lot a specific building design and geographic location is determined by ASCE ]-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °® 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 0 ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RIL. 23 R7L. 24 R7L 107 Series' 108 Series 304 Series Series' This gl;lss iil may also be used in the following door style' Eye9tor+ 5'flanel oath scroll Oak raff AR k EK" ..m nn.l (.na w+r \'`WII,M, (+-.b•w.0(-..pml.n.rpow, ten' / CU.11'1/l'1i(i G APO29 2002 Masonite International Corporation da coni.—M 0,0w,r of nmto enlenl nukes soana.nans ocs 004'. $.heel 10 01n1e .nnoul ron« XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an oa 0- 404 Serves 410 Series 109 Series 114. 120. 122 152 Series tag Series 300 Series Series APPROVED SIDELITE STYLES: t 14R0 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). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oa gaff AR 4 EK" e, ur u,w. I--m,.e 1—rmb-,Dee.• Aoril 29. 2002 out cwt.nwnp oroerjm or o,00ca .-ro.emem antes soecnc3+ons.4tsgn Jn4 WNW tu I VAita r0 tnJnee wnnoc+ ea et PKEMa,?i,.ii.1,,. a Masonile International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 COP-WL-MA0144-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit site • 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: 00 00 °® 00 00 00 000 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: O M N ° a 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 .n may also oC „sea in the lolluwing (loot style' Eyebrow 5-panel will) scroll Oak raft AR 4 EW I—T.—E--C—Em.tGoon PREMDaa1,1 IIL•NI:LA II L.v IM\'`"M 1-1 April 29. 2002 Ow EO li u ; Y07r m OI p100u0 +•i1.0.emenl mll of fOeC rK lgnf. et5 01 i00 OIOOOeI M d s O n l I (: International Corporation dtlJd f 01[CI 10 mange w M.1 n01te oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na ao 0- 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a a o 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: TESTEOIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK" I IULKC1.A\.l LN'I KN' U00KS—.T..—. I—,r e.wT0— April 29, 2002 Our commump program or Drooucl rmDfoomenl miles specilcoons, oe"n JnD pro0ucl oeUu suoint to cNnge without Mtge. n Ou. r D••r. Masonite International Corporation OXX0 Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MAO145-02 FIBERGLASS DOORS 0 Double Door with 2 Sidelites Maximum unit size • 12'0- . 6'8- Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". 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 fora specific building design and geographic location Is determined by ASCE 7-national, stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 fl ° 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 strop Oak raft IJ AR k EK" 1' 1 II,I: k 1:1..\ \,\ 11.1 I M \ ,0 N \ rb,..T...— I—r.I. Env, D1.o., April 29. 2002 ou, cornn no ao7o"I ofoloouamolove-M mn es SMOKnons aes;nAM DIM"' MasOnit0 IntC rna[iOnaI Corporation OLIJJ Uub,ecl 10 cNne w.100u1 O01Ke OXX0 r t r I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a00000 404 Series a 10 Series 109 Series 114, t20. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0000 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 raft AR k EK'" nu. w..l.n.a LFIM\ wruw. T.•ow.a ,e«p•.. 1—Ow, ADM 29. 2002 Ow conimu.nq moonm or VOW AD,Nmem maces soeaI,cnans. ae"n.no maoou o.• roe Masonite International Corporation aeua suoiecr to cnanpe wOow nonce XX Glazed Inswing Unit APPROVED ARRANGEMENT: I 890" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size • 6'0- x 8W 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: 1/2 GLASS: am no no 822 Series n 0 oa 404 Series 108 Series 0 ak"WF AR EK'- Lalou.ayl oT 1[.•.n ,r t I:InL M(l Ln\1 UN KV Dl I091 Apr'129. 2002 Masonite International CorporationJu' Ccr. mane -D 04menf nubs s0Kdtj1*.S Otign +na 0 001F1 eeflrl 1ACCf 10 C00rlgt «0100 n bce XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). QPAAgArOn =M** State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK' dui. :1..4'i •1 i•i •.c W..i..w•.a la•ry.. E..v, Dm ADW29.2002 Masonite International Corporation Out cON- wn7 D•oOisN or O1000D PFOIMVI n 4$ SM111COWS. aetgn+M P10dW OeU, j,*jecl to cNnee wnnoui Ml¢e XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size • 6'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a 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-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: am o0 0o 822 Series 1/2 GLASS: a ° 00 404 Series 108 Series U Oak raft AR EK'" Maur vr•i. > 4.1 MY urniw. rbn.4.w.a ra..po tmn Dew, PREMOal?R ..//, . .,.., a CU1't Zlr G Apr, 29 2002 o.• r o. M a s o n i t e International CorporationN, com,n,,.; 0,01, n or n, oa.O ,mo,o-,cn,em mare: sottn¢+rnnt, oe:ron +no moa"0 etr•A fuLlClr W 0021 •dr—. =4r XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: 0 450 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). a Z F" rw'4 0mrwili State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK" em 1111LM1:1.A\,\ LN 1'N t',III IrIM\ IbnTe.e,na rp«Ca„env, Doo•. PREM. vas(„//..i,r. Awil 29. 2002 M a so n i te International C o r p o ra t i o nOureoounumoorooramoforoDununorwememmatessOeOtKatons, oespn andDroaon Ceta'l subject to crtanee _n out MIKe Oxo Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS 0 0 A Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit 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 try ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beets 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: am 00 00 822 Series 1/2 GLASS: 00 404 Series Oak raft AR EK" 1,1111: MI:LA ? LNIMI' WIUM\ Non--dfOoNmemp0— Apnl 29. 2002 Our DOntutump DrOer,m o:prOauet rtn Drovement mots sOKituwns, aes-en Ana pfoa"I aeu I s.Dtea to cmnee «mwut nonce 108 Series Masonite International Corporation 0x0 Et rE l Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: I H . 0 ' 810 Series 300 Series APPROVED SIDELITE STYLES: a0 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 O akcraff AR 4 EW I-ID11RCL/1\1 L'N1' Mn',UUVN1 Na.T—d r—e—E—,Oow. AOril 29. 2002 o...,, o.... M a s o n i t e International C o r p o r a t i o n Owcam-num orowem of oroauo .n01"MM noses soeutcarons, eespn Joo oroouct aeuu suoien to etunae .mnow nolee OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: UA0 0 es+ Double Door with 2 Sidelites Madmum unit size • 12'0- x 8'0- 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 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific buildingdesignand 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-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: n 00 404 Series am 00 00 822 Series EJ 108 Series Oak raff AR k EK'- m IIu J. .,.• n. I IJUACL.\.\,1 L,.N I M S',UI111M.1 Dow. AptIl29.2002 Ow Comminn0 p1004m 01 p,00uCi molovemenl maleS SDft114a10nS, aeSlgn x^a ploau[t Masonite International Corporation aeUA SuoleCl to CNnge .,1h0.1 n01Ke OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: rIng a e50 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). EX 5_ State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak-raft unrrw AR k EW m luu: wl: r.n+. [n rwr AOIA 29. 200 Ow C0.i! a 2 OrOplJm 01 D1DOKI unOr04m[nl rw..r.. e...a re«p..r[wr Doo.. mJl eS SDlCA[Jl9nt. OeSMjn Jn0 plpdVer E/'i. vs;: (...//... /,:.« o..ri. o.... El M a s O n n •` m i L C international Corporation OelJd su0'en 10 [lance « ho'l " Ke XX Glazed Outswing Unit APPROVED ARRANGEMENT. 0 0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit site • 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 for a specific building design and geographic location Is determined by ASCE 7-national, state orlocal building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 ® 0000 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 m oo n ° a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 R/L. 24 RA. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak"Cle ur<I I.i AR k EW tlu..elr Iron ll)N1 April 29. 2002 Ow cont'numd oio91+m atoroduo onaia+CMVI rbn.r.. w..0 rO., r.ir Lnur Dow. ma,ei soenKaonr, design ano ,Wua PREMa7e..ii,1.. M a s o n i t e International Corporation aeua suuleci to cninge .ddoui oolKc XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an 00 404 Series 410 Series 109 Series 114, t20. 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff UU,rM.1 AR 4 EK'" T PIIILMI:L.\]bN rNI Non.4.w.arbgbu Env, Door April 29. 2002 p,n CMIh...g o,o7ram oro,omm eoo,o.eme.r mares aneen,ernns. 4esro• ando,00ua M a s O n r t e International Corporation aeua mmea 10 EN,pe ..n.our norce XX Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 1 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 a 6'0- x 8'0- Design Pressure 47.0/-47.0 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-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 404 Series EMI a0 0o 822 Series 0 108 Series Oak raft l a e.l AR 4 EK" I,.,.reli I.On, 1,.. 1. 10L.CLA,\N L'Y 1.1',I)n,1X\ Non.i..vrJ eO.rc,,,. Envl near. J/.r,..., El/'RFJNf.'rv' AOrll 29. 2002 0., COnl.nu",".0-01 p10a ,9o•ealcm-4% 1MdK"Qr'. ae"V rna oraaucl o..., o.... a////lam//,- Masonite International Corporation Z"' 1u01ea 10 cMnae -Wul 0014e 4 3 115 DOM nRw/iE ADI (ROOPDTa) REV. N0. Z 1O/vprlow sm CLASS OR iSEE s11101 0-0 A"""E" A 1 y y o r C halMW71 IFlW— 111W11 FA REVISIONS E: DATE: ECN NO. APPVO: I DESCRIPTION 11/00 WI OTY (1) WAS (2) FOR TRACK BOLT 14OrazaNrA. TRACK St,, R Or N u Tot oe srxo AnAam TO DOOR DOOR R6TAL. (TO 911 SM REIN FAIFMiD TOG-L-WC SYSTEM TOP. BOTTOM A LaRER). g Is GA GV.V. STm /TAG A AO/IS00 AACENT S". 000 LISTED () Ism: 0 TRAaL IBaQL 6aIXtI LA' IEAOROau 6 AVAILABLE AS M OPTION v- vt 1 x• rxv. SIM TRAM e t. MK TRACK w".Ess Mom S 6 ®O (TP. RAC GTS PER W TRICK BRALKf. noPLOCIva ( ) o Ire TOP BRACKET REPORT# 9606C T "°'°"` 20 CA.U-ON6 IM, DOME TRACK N U-OM6 N A 2-1-2-1 PMTIERH ( IL M U-BARS ON BOrtW SECTION. ONE U-OARS ON ACED SECTION. ETG) /11.9/e• PEEN MEdI SCREWS I I `WumN or l A ` ovTpRAL OUrwc wrED LOCK roPTbN Ifl Ovlwa voos MAR DOOR MOON- IC-o' o v n` NAI S 1/.• O 1. 5llf ERN SCERs. 1. a PTe NNQS M u ILET[Tt1EDMlr Nmrs ATLACIGOIT )® L_iC MrTr T, Melt 1• 1 a5 LAG SCR'Nr5OM is C11i06. 1 O.D. W. DOORS IF lD Y-0• MCI C0195T OF ((1 SECIgN15 (ypNj FRONT FRAME REM U.V. K94A IRWRD. LAG SCE15 IMY BE 000(IFRPRe( DOORS OVER Y-0• MOTT OONP5T OF (s))SECTIoNs (NOT P1dm). 00"N10 a oUTSTDE P#"CE (lyBe^nI-_ Nm RDXWM) M PROdI E A wPN MawTNG smv Mou1D.c er 000R NsrAluR (ro surf) N ARACC IHORZCrtAL sues Do "Or IRmisrER W.D. 2.6 YIIWR PwE aMB 20 CA ..L MAW. Snn END SRE 2• THM Iro;S8 OR ^ Jm MiE mwv 2o CA (ALV. Sim Mot SRE MOLDED Nsoc B-E1 Ix u CAW. STm TRACK lnAOrt75 rASTDED To ROOD Aue ri a NWN. Sim LfiE RErAPElI IeJ((a• PANT READ SCEr MIT ONE s/IT.1-sro• LAG sTREM POIICOATFDIRIIIC-10 I EL (10 S=VS PER Lrtq . ANCUN6 M I1 OFNLFRS (C-W PER M/5LlfFiM]ET. y\ GKVRaiR1F BAK(D-0MPPbER. BLOCK) OR N• mRo6 (]ADO P9 le. oOTTCrtTE) OR `7/M• LO. RC/e PU9R r TOP ODa APPLIED ro MTM 1f1. C0N4CETET RI.9 7 nmQ (7.000 rASTO4E (ONE PER ROLLER) ITT a [Jlv. SRII rD00t IVNCE ArOAFOES or STEEL Pan. 12 GA CALV. Sim TOP Tgm T ANDS, A L OD. MN. M9QN R SLOW 2• GILv. $Tm TRACK KASiO® TO ra a CALV. MOX ROUT& 1O1f r TO Opt SRES .(a) ROLLER auaQT. CAOI ONE P DE OfLATCHD ON wfN MOORED. RECURS A SE A lilt 1 C Ix u CAM ATTSTEEL TRACK NitAC275. fASiTI[D ILO W SnrS EACH R/(.) ll. e• 9EET IETAI sCR A'S. BR/ / a ATTACI(D TAL ram ME rAa SOE or OOONI. (BpT Hal SLWADL) W PPaTAL A PULP TRACK w 1/4' TO EACH eP1AC "t /I.c((e• sr¢r METAL SartRS NO J ACWD5ro• PEEN IrtTAL Ir3LwTWa PILSAGc 4EaazaNTAt aces m Nor 'M aNE 1/i e/e• BOLL a tart (.) I/1•.]/4 SELF uPRRa uREvs roL [To N.Ecc SLIP W 3DNT5.EM'S. MWSFER LOAD. OR hD 1/4. 0A MI -cm OUTSOE KEYED •,, k DLE ENO 2• Pl SHORT STEM. to BALL STm ROLLER CA CALV. STEEL END ME MARK WESTEfeKLD. PE END FASTENEDEACH OCR. PREPAAAIVN Tr A•M.. M O^- srrnoN [{ FLORIDA P.E. IM495 ES TT [AO ME AR NORM CAAW- M 123632 ES METAL I..sro wsloE NAreLE 3' FALL U-0Aa) METAL 3' SELF n11v_YK11ID IOC: c Tcw-AcTs20CACA.v. STEELPRx; SCREWS. SnAP I.ryromN mAoc aNN rmff1: Bc ooa of TIE suPvoRTNc sTRIInuRA. nvnrts DESIGN LOADS: +24.0 PSF & -24.5 PSF W. IpA STirtNGM: 50 K9 oUTSOE EACH SEE 9Vlt SE RE RE9'OlKellfl' Or THE PROPESSKWW OF TEST LOADS: +36.0 PSF & -37.0 PSF L1 33• FALL . io CALV. STEEL U-GARS NRe E DOOR. MOST CRE TIE LiWC CDR PRIKRIRE AD LI OP pRNCE C10SLOEB3LrRIMSTTO0EGLALGOOFSFORENELOADSNLISTEDAOCDNE NM Ns r[ sitar w ruc N A 2-1-x-1 PATIFTw O.L TRO u-ORtS STELE lD0( EIEG.CES T14 ORARWC. EM®u 03e9TO. PART NO.: - on BOTTOM uc11OAC U-Bw ON NEWT MO VOrtP-xNDIxs SCGTIONErc.)). uaI U-eR+ ArrAMm MAC. ONE LAR.x. SIa.6 an..FN S12 Riul A So)e TWO TY M 1/4 :]/i SIIi uPA C DCtERS LOCK ON 'r me'µ~ IDEA 312 LKaI s 45202 PER STELE LOCATION. WTI POC =aay.T euaDWa NmDuas a. TOLERANCES e. kl Na 1-13-3E1-1600 or ooa+. m"''"' ""^ i1 ^ii1 eurTea onTiuc fm Ph I-513-762-3519 f.a L ...4 ..I.1. .0 - t.03 a A..IL` ate.., m - t •015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD Y[ fM1N A -A (90E VrtIEKY f ICH N;. A.I.. AVN .A1 : .Opp . t.005 A, CALV. STEEL DO OW SRACKET. . "' Moo . t.001 DRAWN BY: BMM DATE: 4/1B/00 SCALE: NTS DWG. 11E (2) / 14.s/6' SII([1 METAL SWM. .1 OegrE:tS . 41/7 R>1 CHECKED BY: MWW DATE: 4/18/00 SHEET I OF 1 SIZEL ORRULON ' f' Rlire Angle MNYL .uOCRST . - MM QI slRiea OttW r.0 jProje:el:On OREF3EPON5 ARE N Harts., DWG. NO.: 102138 f { REV. N0. I 4 3 2 71{1d'tl: 1 SJi IJ Y J))RNK-i DIV. M y n 4 MODEL* 6RST (25 CA STEEL SKIN) MODEL: 4RST (24 CA STEEL SKIN) 1) INTERMEDIATE STILE WO / N 3 LISTEDOPTIONAL05BGLASSOR Il8" ACRYLC UTES AVAILABLE EE SECTION B-B) 20 GA. MIN. END STILES ATTACHED TO DOOR SKIN WITH PAID= TOG-L-LOC SYSTEM TOM & CENTER).NO REPORT#9606CgAOP, 25 CA. MIN. GALVSTEELSKINCOATEDLACKPOSITIONWITHABAKED-0H PRIMER. AND A BAKED -ON POLYESTERPOUDLOCKINGTOPCOATAPPLIEDToBohn SIDES OF STEEL SKIN. OPTIONAL L._.— A M OPTIONAL Ol/TS10E KEYED LOCK POSITION MAX. DOOR WIDTH 9'0' N1 Q 14x5/8- SHEET META. SCREWS TALL x U-BAR (50 KSI) OOR SECTION. ENO SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE a IDF BOLT tocK OPnON NOTE I DOORS UP TO 7•-0" HIGH CONSIST OF 4) SECf10NS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5 SECTIONS (NUT SHOWN). 1/4'x3/4' SELFV__TAT`PtNC O SCREWS. 14 C.k END HINGES IB C•A NEW B INTERMEDIATE MIDGE VIEW "C- 2x6 YELLOW FINE JAME) 12 CA. CALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'xl-5/8' LAC SCREW PER TRACK BRACKET. 2" CALV. STEEL TRACK FASTENED f0 2 CA CALV. STEEL TRACK BRACKETS. TRACK BEACHED TO EACH BRACKET WITH OR TWO 1/4- DIA. RIVETS. 2 REVISIONS V N0. APPVD: DESCR I WWW I OFY (1) WAS (2) FOR TRACK DOLT Y THKK 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY 20 GA GALV. STEEL DOOR INSTALLER (TO SUIT) d 3- r 1-7/8 T 13 GA. CALV. STEEL FLAG BRACKET. 16 u Fxv. STEEL TOP EACH FASTENED TO W000 JAMB WITH ILOUfF 9tAOKEf. CAOI (3) 5/16'x1-5/8' WOOD LAG SCREWS. 14d%e-METAL& DOUBLELOWMTVIS 0 AVAILAST AS AN OPTIONSAPLAPJONMsO Dona I OG CALV* STEEL HEIGHT 00 HUM EK H 6 -6 70 FASTIEKW(I4dto0012' GALV. STEEL. TRACK. -0 6 59nET9 MEAL • i' MIN. TRACK DOCKNESS:.060" t (4) 1/4'.3/4' SOF V 8 -0 88 EVW9 O SCREWS Qx TYP. 2-I/2'x12 CA. CALV. STEEL TRACK BRACKET. 3• DEL x 20 a CKv. z (4) TRACK BRACKETS PER SIDE. srtEL UALNEOU AM ZZ PERSECTION. CAM U-/AR ATTACHED 11. InII1 tr0 14'-3/4' SELF TAPPVC ao LHR TOP BRACKET SCREWSPE71SIRELOCATION. LL PItE WIORZONTAL FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE IB IFHEADROOM OPDO ISuFxv. slTn eonoM AS ATf (LY000 FRwE 1)Lm I11NC5); enAO¢T. ATTAOm Ilm TWO n 14d/ e SNfET IETAL SOREWS s1 SHREW 1/2"x3- LAC SCREWS ON 24-CENRFR5. 1" 0.0. MIN. SSB GLASS OR OPnO I WASHER REQUIRED. LAC SCREWS MAY DE COUNTERSUNK ALIAlNIN D(TRUS1011 1/8- ACRYLIC LITE WINDOW UTE BIN NOT REONRED) TO PROVIDE A FLUSH MOUNTING a vela wEArNERsr . cEC1ION B-B SITRFAL. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. c rT A -A r9nr vIFW) STEW MOULDING DY Dow INSTALLER (TO Sum 20 CA, MIN. CALV. STEEL END STILE 20 CUL CALv. STEEL INTER. axJ• ENO Vl:fW ATTACNMEM (G- MOLDED INSIDE (10 SCREWS PER UTE) I STILE 9000 to MIN CONCRETE COLUMN.: LITE RETAINER INTER. 38'x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH C- 90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR -AP LATCH ENGAGES STILE 1/ 4"x4' TAPCOI SCREWS ON 24" CENTERS (2.000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH REEVE ANCHORS. I" OZ. MIN. WASHERS REQUIRED WITHTAPCONS. MCHOLS MAY BE COUNIERAUNK INTER. STILE BUT NOT REOUIREO) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OUTSIDE KEYED HANDLEVERTICAL TRACK. SNAP LATCH ON 90E OF BOOR. KENO STILE INSIDE HANDLE OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR I DESIGN LOADS: +25.0 P.S.F. h -32.0 P.S.F. OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. SNAP LATCH LOCK OPTION a' A a® PART NO.: - L-- 2" oa. SHORT STEM. 10 BALL STEEL ROLLER. - """ 5w'° °""" IDEAL 312.NbA AN 4 202 PREPAR.AnoN of JAMBS BY OTHERS. m. TOLERANCES — s- 45202 JAMB CONFIGURATION r ...e « ld " L 1- f13-AI-U100 SECTON C-C / w 4.a•..0. ..a 4v 4. .0 - L.03 "am OM o vur. rm No. I-SIS-762-SI9 M`• ' . 00 - 1.015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD NOTE 2, THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS .ew A+ Pb w...M. rr. r SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF .000 - t A05d , l ' ,> ••, ••••,^ « ODoo - Cool DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. MARK RECORDFORTHEBUILDINGORSTRUCTUREANDINACCORDANCEMWESTERFIELD• P.E. J i J'/J. j 1 UL 0egrm - L 1/7 CHECKED BY: MwW I DATE: 4/18/001 SHEET I OF 1 SIRE LJ WITH CURRENTBUILOINCCODESFORTHELOADSLISTEDONFLORIDAP.E. /48495 / /f StIted THIS SWING. NORTH CAROLINA P.E. 123832 ! P oiKt;on NrNEN9oNs WES. DWG. NO.: 102137 REV. N0. 1 4 18 GA. GAIN. STEEL CENTER HINGE FASTENED TO INTER. STILTS W/(4) 114.5/ 8- SHEET METAL SCREWS 14 GA. CALV. STEEL ROLLER HONCES FASTENED TO END STIES EACH W/(4) r414x5 8 SHEET METAL SCREWS AND PER ENO MINCE 1//4'r3/4- SELF TAPPING SCREWS 3 R C 119 A