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Home My WebLink About251 Clydesdale Cir 03-824 New SFHI PERMIT ADDRESS tO PHONE NUMBER ` Q-1 a n %' "'I I 1 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTORS PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # f 04PDATE jq*?lpa tok PERMIT DESCRIPTION e. PERMIT VALUATION SQUARE FOOTAGE I CERTIFICATE OF' OCCUPANCY / COMPLETION This is to certify that the building located at 251 CLYDESDALE CIR for which permit 03-00000824 has heretofore been issued on 1/13/03 has been completed according to plans and specifications filed in the office of the Build* g Official prior tq the issuance of said building permit, to wit as ;, ,);;,, 1 ,,, ;_. (o,C'u,.r complies with all the building, plumbing, electrii:al, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled 1 T,3 ,, ' ; . , a Inspected ZONING: \ Inspected UTILITIES: Water Sewer Lines In f i Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage , a , ci ., r, +•. . 7 Paved Maintenance / Bond PUBLIC WORKS: Street Name c Street Signs "1 1G `?j f ,,; J Lights Storm % Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 1 28/03 10.00 01-APPLCTN FEE -BUILDING 1/13/03 10.00 01-APPLCTN FEE -MECHANIC 2/19/03 10.00 01-APPLCTN FEE -PLUMBING 1/22/03 10.00 02-ENGNG DEVLPMT FEES 1/13/03 10.00 01-FIRE IMPACT - RESIDENT 1/13/03 59.27 01-LIBRARY IMPACT FEE 1/13/03 54.00 01-OPEN SPACE 1/13/03 279.61 REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE"""" DATE — PERMIT #C) ADDRESS 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. sea— I!, i IIri- Public Works Utilities Conditions: (to be completed only It 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 y - \0'n3 PERMIT#C) r:)— c)4- ADDRESS O &1AA,3 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 Public Works ' ,3ia m n Utilities Fema Rec'd y.ro,o3 Cert. of Elev. Rec'd Conditions: (to be completed only If approval Is condltlonal) Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE"""" DATE nn a PERMIT # — d ADDRESS O5 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 ` tl0 3 Conditions: (to be completed only If approval Is conditional) Cert. of Elev. Rec'd Bldg. Inspector Apprvd D " I qo 0 3 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 51, BAKERS CROSSING PHASE I, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA PI O0=90'17'44" R=25.00' L= 39.40' CB=N44'26'26"W C=35.45' I 10 ri CENTERLINE OF N RIGHT OF WAY I LOT 50 nl I I 1 NLLI S89'27'49"E o\ tip. 110.26' W 25.00' J U N 89'17'34' 1: I A C PADS 5' DRAINAGE EASEMENT r- W----L------- i y,) ( N j o j+' :: •£rpl s ONE STORY 1 ntC. rjm,. N BLOCK OJQd. M I;• CONCRETE p 1 iz Q I 3.7' RESIDENCE FINISH FLOOR D I m U) O J: Zy C ELEVATION-29.66 5 I mDA 9.0' n SLAJ5o1 iS L J1LL I O D• ly3I^O I V IN t Q N + 46.7' o opm,• 1II r' II, WALK U O • ,,+ IS i Orr A 10' UTILITY EASEMENT I 1 PI . N ,89.,35'18;, ry^ : W s o 85.44 30.59, E PC 1 " = 30' GRAPHIC SCALE 0 15 30 r C WALK IS 1.4' OFF yalB, POINT ON PLAT BOUNDARY R>IDD 21• S 89'35'18' E 56.21' CBaS80. . C•32.70, E FRIESAN WAY TRACT A CENTERLINE OF 50' RIGHT OF WAY RIGHT OF WAY NOTE: CERTIFIED TO AND FOR THE THE FINISHED FLOOR ELEVATION OF THIS EXCLUSIVE USE OF: STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE D.R.H. TITLE COMPANY OF FLORIDA INC. CITY OF SANFORD CODE CHAPTER 6, SEC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I LTD. 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. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 51 BEING N 89'27'49' W PER PLAT. FIELD DATE:) 01/13/03 SCALE: I. = 30 FEET APPROVED BY: WRM REVISED: BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 96 EXISTING ELEVATION 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 C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON LEGEND FND NAIL & DISC LB #4671 (04-11-03) SET 1/2- IRON ROD AND CAP 0 LB #6393 (04-11-03) CNA CORNER NOT ACCESSIBLE o DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.O. 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 OHU OVERHEAD UTILITY LINE 10 IDENTIFICATION SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. 4-t1-o3 JOB NO. ASM32976 DRAWN BY: FINAL 04/11/03 CKB FORMBOARD 01-23-03/CC FIT 5-2-01 JML AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L816393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 m THR Y/ THE FIRM SM#4B28 DATE FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONAL, ELOZ— INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company 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 Number251CLYDESDALECIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 51, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): I" 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 133. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREMSED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045 on E 4/17,95 4/17/95 A 24.5 v V. a iun.atc u is dualW U u IC l r1l GCVdUUII tDrr) craia or case t000 depth entered in 89. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 19N 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 oomplete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones At -AM, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the buikrrng diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (induding basement or enclosure) 29. 7 ft.(m) o b) Top of next higher floor N/A. ft.(m) n o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) y ood) Attached garage (top of slab) 29. 2 ft.(m) a woe) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 29.1 ft.(m) iii o f) Lowest adjacent (finished) 9 (LAG) 28.2 ft.(m) z m o g) Highest adjacent (finished) grade (HAG) 29. 0IL(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0CID o 1) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION I nls celmruauon Is io oe srgneo ana sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001 CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STAEEA thfE.1 ORLANDO FL 32801 SIGNATURE DATE TELEPHONEIla& Mf 4/16103 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. ' For Insurance Conpany Use: BUILDING STREET ADDRESS (Indud'rg Apt, Unit Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 251 CLYDESDALE CIRCLE CITY STATE ZIP CODE I Company NAIL Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloormpany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; INERY DESCRIBED IN C3-E IS AN A/C UNIT Check here 'If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting infomnation for a LOMA or LOMR-F, Section C must be completed. E1. 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.(c m) 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.(c m) 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 oommunity's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or oommunity4ssued BFE) or Zone AD. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. 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 attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PAGE: 2 CERTIFICATE.OFDCCUPANCY / COMPLETION This is to certify that the building located at 251 CLYDESDALE CIR for which permit 03-00000824 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 O1-POLICE IMPACT RESID 1/13/03 91.93 O1-RADON GAS TAX FEE 1/13/03 11.45 O1-ROAD IMPACT FEES 1/13/03 847.00 O1-RECOVERY FD/CERT. PGM. 1/13/03 11.45 O1-SCHOOL IMPACT FEE 1/13/03 1384.00 WD IMPACT:SINGLE FAMILY 1/13/03 650.00 SD IMPACT:SINGLE FAMILY 1/13/03 1700.00 R Ao Oo r L117 / a 3 OWNER BUI I G OFFICIAL / DATE CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: 03 - 9aDate: The undersigned hereby applies for a permit to install the following equipment: Owner' s Name: Address of Job: Mechanical Contractor: Residential Non -Residential State License Number I CITY OF SApNFORD ELECTRICAL PERMIT APPLICATION Permit Number. ' D Z Date: Z,:t 0 • The undersigned hereby applies for a permit to install the following electrical: Owner' s Name: -a2 . l iv r' +cv, Address of Job:._ t-( CkC 5 C G-.L Electrical Contractor. I/V 9 7 — Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant' s Signature X CA-Potsz(1v State License Number CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: 02 -$2`F Date: 11 Z L 3 The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: --t ,(Z . QQ- . I ne S Address of Job: P Q c, k-u^i C ry jr C, o1.P. A. to C Plumbing Contractor: Residential: 5C Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: One Water Closet S' Z Additional Water Closet r Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanfgvd-Plumbing Cod Applicant's Signature , f4} ,L,_ C rNc.4 lq„ State License Number COUNTY U[ W'MlNOL[ IMPACT FF:-: 1")1*0TEM[}|1, IBUOUD BY CITY OF SANFORD STATEMENT NUMBER 103-75378 DATE: DU1iDING PERMIT NUKR^' 0E:(CITY) COUNTY NUMBER: __________ EUIT` ,` ' . A CRESS: --°1-.1 l^!-^--------------_---------------------.''-.'.. TRA'FTC TONE: JURISDICTION: SEC: ____ TWP:_'_____ R 8: PARCEL: SUD)IVISIOU: .~~ = TRACT: PLAT BOOK: PLAT BOOK PAG?.- BLOCK: LOT: ONN[N HAMF: / - Ee f rN?------------'--'------- -' ADDRESS: ----,\--^------'------- /`----------------------- APPLICANT FAME: ADDRESS: _._____________________----------_------------------------------' LAND U8E CATEGORY: 001 - Single Family Detached Houme TYP[ US[: Revidentia1 WORK DESCRIPTION: Single Family House: Detached - Conztructior/ F[[ BENEFIT KATE FE£ U IT RATE PER 0 & TYPE TOTA'- DU TYPE DIST SCHEDULE DESC. UNIT OF UNITS K)0S A"VT[RIAL CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 1 142.00 LIBRARY CO -WIDE O dwl unit A 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 s 1,394.O() AMOUNT DUE TATEMEHT ' / ' KLCLIVLD BY: PQ W6_ / uV0 AJ___ -__'__ c PL[AS PKINlH M[ DA.[[: z// KOTE TO RECEIVING SI0/ATCRY/APPLICANT: FAILURE TO NOTIFY [WU \FR AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ISlRIBUTION: 1- COUN1Y 3-CITY 'I 2- ApPLICAMT 4-COUNTY A*HOlI?* kSON!:', A' 7ZE ADVISED THAT THIS IS A STATEMENT OF FEES NHIC;-| ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDIKG PFRMIT, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWN[R, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYST[M AND/Ok DUChTlOAAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING' A WRITTEN RECUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THA!1 CERTIFICATE OF OCCUPAHCY O', CCCUyAKCY. THE REOCEST FOR REVIEW MUST MEET THE REOUIRENENTO OF T({[ CO&TY LAND DEVELOPMENT CODE. COPIES OF THT RULES GOVERHIN3 APPEAQi MAY PE PICKED UP, OR RE[UES7ED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [ALT FlRST STREET, SAMFDRD, FLORIDA 32771; (107) 665-747A. PAYMENT SHOULD RE MADE TO: CITY OF SANFORD DUILDINS D[ PhkTM[N.[ 300 NORTH PARK AVENUE SAN['ORD. Fi 32771 PhYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD PEFE[1T}X[ TIE CTATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TO!:*' 10101IS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF Alt,:' 01771*9411= 9*10*7SlHGLE FAMILY BUILDING 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 (including Apt., Unit, Suite, and/or 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 51, 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: GPS (Type): or aa.aaaa#I NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 63. STATE SEMINOLE COUNTY 120294 1 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of fbodirg) W45 E 4/17,95 4/17)95 A 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. 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): _ B_12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Dale_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under Construction* Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used 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. 6 ft.(m) o b) Top of next higher floor N/A. _fl.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. _fl.(m) N o d) Attached garage (lop of slab) NIA. ft.(m! E o e) Lowest elevation of machinery andlor equipment servicing the building (Describe in a Comments area) N/A. ft.(m) E o 0 Lowest adjacent (finished) grade (LAG) ' NIA. ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) N/A. ft.(m) ( D o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 U o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST EET, E.180 ORLANDO FL 32801 SIGNATURE DATE TELEPHONEI1U-M r 1/10/03 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS For Zone AO and Zone A (without BFE), complete Items E1 through E4. IMPORTANT: In these spaces, copy the corresponding Information from Section A. For Insurance Company mP,y Number BUILDING STREET ADDRESS (Indudmg Apt, Unit Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. XXXX FRIESAN WAY STATE ZIP CODE Company NAIC Number CfTY FIL SANFORD SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. uuMMCIV 10ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; Check here if attachments eerv— rf . Rt tll nING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AU ANU cunt H If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. most similar to the building for which this certificate isbungcompleted —see pages 6 and 7. If no diagram accuratelyEl. Building Diagram Number _(Select the building diagram represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement a enclosure) of the building is _ fl.(m) _ in.(kxn) above a below (check one) the highest adjacent grade. (Use natural grade, 9 available). E3. For Building Diagrams 6.8 with openings (see page 7), the next higher floc or elevated floor(elevation b) of the building is _ fl.(m) _in.(am) 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 oommunil s floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or amens authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community issued BFE) a Zone AO must sign here. d E correct to the hest of my knowledge. PROPERTY OWNER'S OR OWNER'S SIGNA The statements in Sections A, B, U. an are NAME LAIT UA TE ZIP Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (a E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. The information in Section C was taken from'other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation infor rnFjon. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E fa a building located in Zone A (without a FEMA=issued or oommunityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. nEMAri K11 IRAICR G5. DATEPERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE! CCUPANCY ISSUED G7. This permit has been issued far: New Construction Substantial Improvement —fl (m) Datum: — G8. Elevation of as -built lowest floor (including basement) of the building is: — _ fl (m) Datum: G9. BFE or (in Zane AO) depth of flooding at the binding site is: — TITLE LOCAL OFFICIAL' S NAME TELEPHONE COMMUNITY NAME DATE SIGNATURE Check here if attachments REPLACES ALL PREVIOUS EDITIONS FEMA Form 81-31, JUL 00 I101 1i11011.11 IElms NINE I111IN11 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 NARYANNE NORSE, MERK OF CIRCUIT COURT SENINOLE• COUNTY BK 04664 PG 1142 CLERK' S # 2003606130 RECOADED 01/13/2003 IWM46 AN RECORDING FEES 6.00 RECORDED BY N Noldm NOTICE OF COMMENCEMENT Prepare in duplicate) 1" he undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Descrip on of property: Lot( s)51 52 & 69 Bakers Crossing Phase I Plat Book 60, Page(s) 27- 29, Public Records of Semtn a County, Florida General description of improvements: Single Family Dwelling Owner( s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner' s interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety ( if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as Provided by Section 713.13(1)(a)7, Florida Statutes: N& me: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section713.13(1)(b), Florida Statutes: Name: Address: Ex ' ration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a differentdateisspecified): D. R. ftrton 0by: Roj) ert awso sststant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 0 day of T 2007, by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc.,- a Delaware Corporation, on e otcorpora ioT n. He/ She is personally -known to me. Notary Public, State and County Aforesaid C --, A ) r4dk L Notary Signature OFFICIAL NOTARYA , PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMM ISSION EXP. JULY 26,2006 Notary Seal CERTIFIED COPY WVYANNE MORSE V ERK OF CIrOUIT COURT BEMINOLE COUtM. RAIiIOA 0•• K iv BAN. t 3 2*3_ Permit No. o 1-'-) CITY OF SANFORD PERMIT APPLICATION WA y Date: Job`Address: ?=c p Permit Type: V Building Electrical Mechanical Plumbing _ Fire Alaral/Sprinkkr Description of Work Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) PlumbinQ/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Llxs C r> Occupancy Type: Residential —Commercial _ Industrial Type of Construction: .)3la"K- Flood Zone: Number of Stories:_ Number of Dwelling Units: Attach Proof of Ownership tit Legal Description) Parcel No.: Owner/Address/Phone: i-C12,Z1 `%J -g101 p2 Z Q N tJp TONI 3a2 tCo- 32 2Z Contractor/Address/Phone:Ct- CpZ.SOA7.1k1N.P 102 tR; L State Licenso Number. C(055 Contact Person: FIT (gypy iOJ Phone & Fax Number. 4CPi- /aS—; -9 l01 Title Holder (If other than Owner): >\1 Address: BondiniCompanT N Address: Mortgage Lender Address: Rff ' Architect/ Engineer A 8' C OJT Phone No.: Address: ' 181 N SR •3g St,115111 32a \ Fax No.: _ T+ J =f=1 4(= rl4- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating ooastruction inthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOP, %TROVEMENi'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other go%v=cntal entities such as water management districts, state agencies, or federal agencies. Accep ce of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713. a I y Ctlrjt" "P Signature of Owner/Agent Date Signature of C' ntractor/Agent Date UX, on r Print Owner`/Agent's dme Print Con ' ctor/Agent's Name in Signature of No -Sta o S gnature of Notary -State of FloridaI Date FFICIAL NOTARY SEALOFFICrALMMARTSEAL PATRICIA COULTON PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 COMMISSION NO. DD134330 MY CO MISSION EXP. ULY 26,2006 MY COMMLSSION EXP. JULY 26 Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Knouv to Me or Produced ID Produced ID APPLICATION APPROVED BY: S Date: Special Conditions: A- S n,(wel s 4, p&n s.- 1 Limited Power Of Attorney I hearby name and appoint: Craig Coulton and -,R " each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t The Buildina Dept. of: C to 0 r For a residential permit for work to be performed at: On Lot # : Subdivision : f)a1&U-S cross" Address: CI 0 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number iLigna=ture of Contractor This foregoing instrumentt w s acknowledged before me this. Date: /O By: Richard B. Who is personally kn wr(to me. State of County Notary Nubiic Signature Ladd ( Contractor ) O A 1'AMcIA COULTONERY "UC SrATS OF FLORIDAOMMISSIONNO. OD134330OMMISSIONEXP. ULY26,2006 Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL N1Alv1E) MAIDEN NAME NAME . DR- -t'On -nC . SERVICE ADDRESS 251 MAILING ADDRESS TURN ON DATE C0 cA C.t 3C" OWNER OF PROPERTY I AM APPLYING FOR CITY OF SANFO I AGREE TO FOLLOW ALL CITY RUL CHARGES IN EFFECT AT THE TIMV rLp- C P- SINGLE FAMIL SIDENCE MULTI- FAIvII RESIDENCE COMMERC L HOME# V" WORK# Qqr - r3 9: `9 l 0 1 if < t . Z UTILITY SERVICE AT THE ABOVE ADDRESS. S FOR UTILITY SERVICE AND TO PAY F DELIVERY. IN ORDER TO -TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICAT ON AND ANY OUTSTANDING CHARGES MUST BE WHEN TRANSFERRI I AM ALSO RESPONS ii SIGNED; DEPOSIT AMOUNT $ APPLICATION FEE $ OTHER FEES $ L TOTAL $ NON - 0 ANOTHER SERVIC lA W THIS LIN ST PAY WILL STOP SERVICE. DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE APF-X PEST C O .rAT,RQ L— Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PL'CHASERS N A,ME ADDRESS Name Address' City/State/Zip Phone & Email INSTALLATION ADDRESS: L_ 5 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: i F" b-7 Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no 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 GOVERN 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 Sentrlcon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4. during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for 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% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the areas) baited free from any factors contributing to Infestation such as 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 under the area(s) baited. At no time will damage caused to any portions) of the Structure(s), even by an active wood destroying insect Infestation, 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 alter the Customers responsibility under this paragraph. DISCLAIMER: COMPAN, DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WA.RRAINTES. OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly valves and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and In noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. a Is the responsibility members, vistors, SENSITIVITY/PHYSICAL FACTORS: Custo ttso consult?, physiciaetands and Agrees n If necessary regarding tinyoAffect the Property treatim nt guests, and/or other temporary or permanent occu pans y or may have and (2)It is their responsibility tonotifyrespiratory illness, In, or othenot less than r condition that may daysprior tor texacerbated by the products and or sensitivity concerning odors, dust, pollen, techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract an apply without exception. COMPONENTS- The 1, DOWELANCO OWNERSCom Oon (Components) areaAndNwis remain to poperty of DowElan ou The Customerthassnohrightslto Anyofthe of the Sentricon * System ( P Components, and thePurchasermaynotalter, remove, or modify the components In any way, other than the right to their use as installed by ApexontheCustomer's premises under this agreement. Its representative Are authorized by the On expiration or Customer's premises Agreements he sand other owEllanco or onents contained therein for Appropriate disposition.ustomer to Apex and retrieve from t 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System rm of a. Apex will: notify rei tlonship(notetheCustomer; ?Cony Conventional "liquidr thebarrier" alternatives theither of termite control mifferent oay nottoffertanreff cttivc oradiscontinuingfcomeans of controllingcertaintermiteInfestationsof certain structures. In such event Apex ay not be f the CustomerAble andtofApex (Parties) form of termite protection, and therefore may have to discontinue the relationship.); ( )I Agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or if Apex cannot offer nn'effective differentform of termite protection, refund to the Customer an amount equaltothefeepaidforservicesnotyetreceived, and;,(S)retrieve, or advise DowElanco'or Its representatives where to retrieve, the ComponentsfromtheCustomer'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 withApexontheuseofadifferentformoftermitecontrolorelecttodiscontinuethisrelationship. ADDITIONS AND/OR ALTERATIONS This Agreement coverstheStructure(s) Identified herein as of the date of the initial Installation. Prior I (I)the SD/OR AL being structurally modified, altered, or otherwise changed or; (2) to any termltictde being applied on or close to the foundation, or; (4) any tampering ofbattingequipmentthelocationofanyStation, or; (3) soil is removed or added around occurs, the Customer will immediately notify ApexInwriting. Failure to notify Apex In writing of the events listed above mayy void this supplies Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exerciseduecarewhileperforminganyworkhereunderIn avoidance of damaging Any part of the Customer's property, plants, oranimals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except thosedamagesresultingfromgrossnegligenceonthepartofApex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In theeventoffailuretomakepaymentwhendue, or any other default by Customer (1) Apex may vithout notice, terminate this Agreement and pursueallotheravailableremedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by laNv duringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. vEtiUE/SEVERABILITY. Venue for any and alllegalproceedingsshall be in Brevard County, Florida. If any part of this Agreement is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, stokes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or Its designee. The arbitrator will have the complete power to determine sill Issues of fact and law, and any determinatlon 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. ENTIRE 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-slx) months from the Initial date of installation, terminate this Agreement and be relieved of any ilablllty hereunder if Apex determines, in its sole discretion, that it Is unable to prevent or stop further 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 to perform under this Agreement If the Customer allows Apex access to the Identified Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. Th's Agreement Is assignable by Customer for it period of 1 (one) year from Its effective date. After this Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with si SDTif._ _0 transfer fee payable to Apex within 30 thirty) days of the transfer of the treatcd Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St: 7006 Stapo nt Ct. #G 5314 Fnulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792Tampa, FL 33510 407459-2847 407.858-0540 813-221- 2847 800-929-2847 888-764.2847 877- 459-2847 CITE' OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT I. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) z Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan Indicating fGot r sizes bar replacement. all baring walls. Provide side view details of these footers with reinforcement b. Floor plan Indicating Interior wall partitions and room ldentlflcation, room dimensions, dindoor, window, s decks and stairs Bathroomr opening sfizturc andoke detector, loention(s), g distances from walls are to be shown. R Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. FinishfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. d, Cross sections of all wall sections to be used In the structure. Bearingnon -bearing inter and exterior. 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. f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h, Square footage table showing footagcs:F. Garages/Carports S.F. Porch(s)/Entry(s) 1 1 Z S.F. Patlo(s) 1 "d S.F. Conditioned structure Total (Gross Area) orida Energy Code Forms (Form 600-A-97) 3. Three (3) sets of completed Fl 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. s. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489, Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. 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 SIGNATURE By Owner or Authorized Agent) 0 D . R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # SUBDIVISION: BAKERS CROSSING ADDRESS 2c-51 C1y_-cr z C2- . c'hfEc,L , /sr BUILDING APPLICATION POWER OF ATTORNEY 12 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, l vle J r rRM 60OA-2001..- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1749 Address: "-'S % Co City, State:C -ID, t=(_ Owner: 'D. V NC¢TOc) Climate Zone: Central Builder: DR HORTON Permitting Office: Permit Number: Jurisdiction Number: I . New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kDtu/hr 3. Numberol'units, ifmulti-family I _ SEER: 12.00 4. Number ol' Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (R') 1760 fl' c. N/A 7. Glass area R type a. Clear - sipane 271.0 fl' _ 13. Heating systems b. Clear - dp c pane 16.0 (i' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tin r SI-1GC - single pane 0.0 R' - HSPF: 8.50 other SI-IGC - double pane d. ?oor 0. 0 IV b. N/A 8. F types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) R - c. N/A b. N/A c. N/A 14. 1-lot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons it. Concrete. Int Insul, Exterior R=3.0, 1010.0 fi' - EF: 0.86 b. Frame, Wood. Adjacent R=11.0, 270.0 fl' _ b. N/A c. N/A i . N/A c. Conservation credits c. N/A I•IR-1-leat recovery, Solar 10. Ceiling types DI-IP-Dedicated heat pump) it. Under Attic R=19.0, 1886.0 fl' - 15. I-IVAC credits P'1 b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A 1-I17-Whole house fan, 11. Ducts PT -Programmable Thermostat, it. Sup: Unc. Reu Unc. AH: Interior Sup. R=6.0, 1.0 R - M/_-C-Multizone cooling, b. N/A M7_-1-1-Multizone heating) Glass/ Floor Area: 0.16 Total as -built points: 23852 PASS Totalbasepoints: 24941 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 03.02 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/ AGENT: V. DATE: 11 IZ-.02- 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: EnergyGaugeO ( Version: FLRCSB v3.2) y THE STgl O 1 • b R f E 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 r` 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 1 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 #: 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 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 0 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: " , " PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 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 1 11921 4060 7871 23852 PASS y G4 THE STg7 O F" nnr f44t 06 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS I SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 1 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. 1 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. I 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; i attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recbssed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 I Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all rPsidenrPc-I COMPONENTS SECTION REQUIREMENTS I 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 1 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads Air Distribution Systems 6_12.1 -__ _ 610.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically i attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. I . Ncw construction or existing Ncw 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 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (fi=) 1760 R= c. N/A 7. Glass area R type a. Clear - single pane 271.0 ft' 13. Heating systems h. Clear - double pane 16.0 R= a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SFIGC - single pane 0.0 il= HSPF: 8.50 d. Tint/other SFIGC - double pane 0.0 11= b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) fl c. N/A b. N/A c. N/A 14. I -lot water systems 9. \Nall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int InSUI, Exterior R=3.0, 1010.0 W EF: 0.86 h. Frame, Wood. Adjacent R=1 1.0, 270.0 fl' b. N/A c. N/A d. N/A c. Conservation credits e• N/A I-IR-Fleat recovery, Solar 10. Ceiling types DFIP-Dedicated heat pump) a. Under Attic R=19.0, 1886.0 ft' 15. HVAC credits PT, h. 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 fl RB-Attic radiant barrier, b. N/A M7_-C-Multizone cooling, W-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) THEST in this Dome before final inspection. Otherwise, a new EPL Display Card will be completed yDF AT on based on installed Code compliant features. Builder Signature: Date: 1 a Address of New Home: z5i C( City/FL Zip:Oti2Q1't'coDv' 4 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. if your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarn'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 tivww.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugc® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Prooect Information For: DR HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 34257 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 34257 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1760 1760 Volume (ft3) 14080 14080 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 188 94 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 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 Boldl,talic 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 % wrjghtsoft Right -Suite ResidentialT" 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACC% E:\Files\DR HORTON 2002\1 749\1 749.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 inn rr%kAAACOrC CTDCCT I AVC LAAOV CI 197e A- OL....... /AM7% G 1 o = 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 = 94 cfm 2. Summer infiltration load 1.1 x 94 cfm x 18 °F Summer TD = 1862 Btuh 3. Summer infiltration HTM 1862 Btuh / 325 ft2 Total window = 5.7 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/lb moist.diff. x 94 cfm = 2351 Btuh rIUl.Cuu1u v - Cl.tUlpil1C111 JIClll j. LUdub 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 Boldltallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vrightsoft Right -Suite Residential" 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACCP. E:\Files\DR HORTON 2002\1 749\1 749.rsr Page 1 RIGHT-J WORKSHEET 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: im to. 1 Name of room Entire House LIV/DIN LDY BTH2j4MANUAL2Lengthofexposedwall188.0 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 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 fti heIat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg I CIg 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 0.0 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 f 0.0 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 Hoe 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 0 0 0 0 0 0 0 0 0 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 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.4 5.7 325 6621 18621 113 23021 647 181 367 103 0 01 0 13 Subtotal loss=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 101/ 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 8173 1057 167 Less external cooling 0 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. wr 9ht50i t Right -Suite Residential" 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACCA E:\Files\DR HORTON 2002\1749\1749.rsr Page 1 RIGHT-J WORKSHEET N 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: /th Ed. 1 Name of room BR3 BR2 MBTH MBRH4MANUAL2Lengthofexposedwall23.0 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 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft Iheat/cool 8.0 ft heal1cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg Clg ft') Htg I Clg W) Htg Clg W) Htg I Clg 5 Gross a 14B 4.6 2.1 104 88 200 290 Exposed b 13C 3.2 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 r0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 0 0 32 1183 glass doors b 8C 37.0 0 0 0 0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 0 0 0 0 d 9C 38.7 0 0 0 0 18 697 0 0 e 7L 20.8 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 doors NE/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/SW 56.9 14 663 14 663 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 142 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.97 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 72 332 148 182 839 375 218 1005 449 exposed b 13C 3.2 1.2 80 252 94 0 0 0 0 0 0 0 0 0 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 If 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 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 11 285 0 25 648 0 27 700 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 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) r 0.0 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 92 181 367 1031 72 14671 413 13 Subtotal loss=6+8..+11+12 2414 1843 2830 6229 Less extemal heating 0 Less transfer ^' 0 0 0 0 14 Duct loss 10°/ 241 100/ 184 10% 283 10% 623 15 Total loss = 13+14 2655 2027 3113 6852 16 Int. gains: People @ 300 0 0 0 0 0 0 2 600 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1389 1349 1554 4819 Less extemal cooling 0 0 0 0 Less transfer 0 0 18 Duct gain 10°/ 139 10°/ 135 10% 155 10°/ 482 19 Total RSH gain=(17+18)'PLF 1.00 1528 1.00 1484 1.00 1710 1.00 5301 20 Air required (cfm) 0 71 0 68 0 79 0 245 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrragFitsOft Right -Suite Residential" 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACCA E:\Files\DR HORTON 2002\1749\1749.rsr Page 2 RIGHT-J WORKSHEET r 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: /th Ed. 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 Iheat/cool 8.0 ftj heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg I 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 d 9C 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 ENVE 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 a 14B 4.6 2.1 0 0 0 208 958 428INetexposedb13C3.2 1.2 0 0 0 0 0 0 walls and c 0.0 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 0.0 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 If 0.0 0.0 0 0 0 0 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 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 20.4 5.7 16 326 92 56 1141 321 13 Subtotal loss=6+8..+11+12 1006 5452 Less external heating 0 0 Less transfer 0 0 14 Duct loss 10 101 10°/ 545 15 Total loss = 13+14 1107 5997 16 Int. gains: People Q 300 2 600 0 0 Appl. Q 1200 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 3423 4717 Less extemal cooling 0 0 Less transfer 0 0 18 Duct gain 10°/ 342 10°/ 472 19 Total RSH gain=(17+18)'PLF 1.00 3766 1.00 5188 20 Air required (cfm) 0 174 0 239 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrghtsOft Right -Suite Residential', 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACCK E:\Files\DR HORTON 2002\1 749\1 749.rsr Page 3 Ah I RIGHT-J WINDOW DATA U 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 0.0 b n nw a c n 0 d 1 1 90 1.0 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 0.0 b n ne a c n 0 d 1 1 90 1.0 9.0 4.0 8.0 39.4 40.0 0.0 wrightsoft Right -Suite Residential', 5.0.64 RSR26016 2002-Mar-01 10:21:37 Q a E:\Files\DR HORTON 2002\1 749\1 749.rsr Page 1 Must have 3' both duct to roof copf' pta/Fa Of 10.6 l.cd 60 12.12 I.cd 5• 250 9' 8.4 I.cd 10 1444 rag 4 _ _- 9' 10.6 l.cd 60 L g/. 14• 10.10 rag 1242 Lcd 165 14.8 I.cd racup rag 7. 10.10 rag to aF 240p p 4.IA a n mm 11 14. 8 l.cd 4• 215 a"I 3' bo h duct to roof cap Fan 8' scale 4/8"=1'0' 18. 13 den 14. 8 l.cd 3. 5 ton ./5k. E240v Iph 215 platform by War A/ C Pao42X42 A/C SLAB BY BLDR MIN 2' FROM WALL nun clearance of 4 inches around the air handler per the State Energy code. All duct has on r=6 insulotion value. Rating s 9 0 N I N co SS g R u SFRI U Fn m lol I zO O Y H U o 0 O> Z O ( U F— 0 O Q', 00 z U Ct! OJ Q z O } N m w > z m z o w 3 Q D J O O Q cr mCLJ( nO0 ONE eY vOOD BUCK BY OTHERS CAULK BETVEEN VINOOV FLANGE - C WOOD BUCr. STUCCO BY OTHERS PCR%rCRCAULc BY.OTHERS . RIGID VINYL GLAZING BEAD tTYPJ 7Ov CAULK SETVEEM VINDOV FLANGE t PRECAST SILL W/ LAW_1cCN 116 ADHESIVE CAULK. OR APRV'D. COL. PER iNE TER CAM BY OT ERS, / CAULK BETVCEN CONCRETE OP v000 BUCK t MASONRY OPENING %' 9a Of OPENING 6TOTNERE / 0' OiHEp- t. < 1-1/(' MIN. t[ EMBEBMENT lM iAl! ATICk+ arCAER 3/16' DIA. TAPCON SHIN AS REO'D. 1/A' MAX SEE METES) FLAKE TYPE WINDOW FRANC HEADER GLASSFYP.) (SEE NOTES) E:L SUCKHEIGHT) FLANGE TYPE vINDOV FRANC S(LL r By BUCK v10 Tn) INSTALLATION ArvCHCP'. ONE 9Y WOOD 3/16' VIA. TAKON BUCK B) OTHERS ST By SHIM A, RCO'D. RIGID VINYL 1/t' MAX. GLA-RING BEAD (SEE NOTES) TYP.) GLASS TTPJ(SCC NOTES) FLANGC TYPE WINDOW FRAME J"s CAULK BETWEEN C•1 WINOOV FLANGE PERI v L WOOD EUCY. CAULK CAULK BY OTHERS W.V. cviNOpW v10 TH) CAULK BETVEEN OO VDBUCK L MAS' Y..OPENING BY OTHERS SECTION B—B CONCRETE OR MASONRY OPENING BY OTHERS v a / W. W. f--; Y OTHERS SECTION P.—A ` el c NOTES (`• [ 1) SHUN! AS RE00. AT EACH INSTALLATION ANCHOR, uAX ALLO-2LE SHOW STACK TO BE 1/4-. 0 E Z) wINDOw FRAME MATERIAL: ALUVINUV ALLOY 6063. 3) INSTALLATION ANCHOR uUST BE a SUFFICIENT LIM. TO ACMIE•/E 1 uIN. Eu4EDuENT OF 1-1/4- INTO —SONRY OR CONCRETE / USE S0.)CONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE A: H.EAO f' Y 4 1., h JAMeS. SILL OUST BE ATTACHED TO THE SU3STRAIE WT4 1, VULKEM 116 ADHESIVE CAuLR OR APPR o Ed)AL. I l I K D O7 y,) S) USE SIUCOYuZEO ACRYLIC CAULK FOR PEnwEiEP. SEAL AROA.'NG EXTER: On OF "DO- F 6) IF EXACT L.- GE. wlNpOw SIZS IS NOT USTEO IN ANCHORM:. CRT. USE ANCHOR. GJAHTITY LYS w11H MEXT LARGER SIZE. FOP. APPROPfi: ATE DESK.)+ PRESSURE REO'C• N,N 7) GLASS TvCKNESS —Y WARY PER THE EEOUIF.EuENTi O% aF>• I j \Q E1300GLASSCHARTS +V 9) LETTER CESIGNIIATIONS ON THETAKON--OrATICN C::ART IMDit•'_ 11 wHEEE TA- COM ANCHORS ArE TO 3E IN iizl'_= 'MEIN EXTERIp= ELEVAT AS A KEY t ALL FACTC3Y APPUEO >-OLES N01- D:)) AiwFUI"" JH_ F E%ACETT ' w__ i_xv5• G E=R-. S_- - CIN-rA - - .°S_Ec_=:, r-.•_ I; .' c' EN'_ G' LIE. Au': hCE,' N-•-G , __-;I'- -.i.c.s a-BG. r». E. r. NP— INTERNATIONAL. INC ANCHOR EwNH 1! SCPa• i,JF%,r•E.. SANFOFG. FLORIDA TO PR;vC. WN. %_/=_- _- FLORIDA EXTRUDE r.13JOw- rAl)LORIOA 71Z;U TITLE: iNSi 47;QNPRIni v_S'xP_IES SERIE- S:wG'E HUNG- icei=S000i=LD feo T 1 )?P?OWE] BY:STURCV 10 1\I IELXirC.aLED; 1 - 3; SHE- NO" "QLI-=L- IN ILVO CP. I;GD SERIES MCATHING r OTHERS I DNSTALLATION EIOR SCREW V I' Min EXTERIOR FINISH — Br OTHERS PCRIHETCR CAULK - BY OTHERS rim FRAE HEADER bcwCw CXfERIOR PERIMETER CAULK By OTHERS XTCRIOR FINISH r OTHERS B ImSTALLATION NCHO. SCRCW 111P.) E•1nING 3, OTHERS I/N' MaN. x8 1mS TAlIAfIOm SNM SP.CC AIEHIOR SCREV (I rP.) CAULK BEHIND FIN SHIN //---- ivO Br rRAMi-G By 01HERSivDBYBUILD DOWN Br OTHERS NO ES) RCO cSCC rO1i) CAULK BEHIND FIN rim rRAmc JAMB NOTES- SHIM AS RCO'D. I) SIM AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SEC TOTES) SNy. MAIL ALLOWABLE SHIM STACK TO SE 1/4'. GLAZING (TTP, SCE NOTES) -4 LQY. L• W2) WNHODW FRAME uATERSAALUL04ALLOT 6063. Mr HNL SPALE J) USE STUCONIM ACRYLIC CAULK BEHTNO WINDOW FIN AT HCAO. SILL k JAMBS. 4) USE SUCONIZEO ACRrUC CALK.K FOR PERiuETER SEAL AROU)0 ExTERHOR Or B•i K*:•.. y Em COW Via: I SMp WiNIDOwFRAME. S) CUSS TiI MAT GAIT PER THE REOArINCfCLS OF ASfu E1300 CLASS aA.. ,t,, e; ' o SINGLE CHARTS. SINGLECTAZNGIS Sown, /NSTIUATING CLASS 6 A.50 OUAUFED. r:.• TI[ATwNG-.-•,• 9..: 6) SCREW ANCHORS AT WAD. SILL k JAMBS SKX" SC /8 SCREWS OF UIFF10ENT f: Br,.OT1SRS. LTK TO PROVIDE MIL 1 IN. UN. EWSMUENT INTO WOOD FRAME. PLACE IS SCREW ANCHORS 6- FROM CORNERS AND 24' O.C. UAX. EXTERIOR i,y •:.. J BRAD OOwn AROUND CURVED PRTKkN OF 1YIINDOW FRAHNf TO BE ENGINEERED BY TCRI Flml OTHERS. 8MI) DOWN uuST BE Or SUFFKXNT STRENGTH TO ADECKATCLY Br CRIERS: - TRANSFER LOAD FROM WIDOW TO THE STRUCTURE. 8) FLORIDA EXTRuOERS 1000 SERFS OESKX+ER WINDOw SHOWN. THIS PRINT ALSORI APPLIES TOFLOOAEXTRUOERS1750SERIESNL• 2000 SERFS. vpBW vIDIM PCRIHETCR CAULK 9) CLEVATK* S SHOW COMUGH C&O)CURATK)NS. R IS NOT VfTENOCO TO LIMIT USE OF By OTHERS THIS PROOUCT TO THESE TWO CONFKxIRAigNS. THIS SHEET APPLIES TO AL CONFKwRATKINS THAT CAN BE UANUFACTUREO rROM THE 1000. 1750. h 2000 SERIES DESIGNER MED WINDOW FRAMING SYSTEMS. SECTION B-B 10) WINDOWUNITCANALSOBEMULLEDTOOTHERUMTSVSINGALUMINUMTUBEIAXLION. SEE MLU" NSTALUT*N SHEETS FOR RCOUIREWENTS. GLAZING (TYP. SEC MOTCS) rim FRAE SILL SHIM AS RE0'0.- SEC NOICS) / SEC HO- N A -A I L N S;A' PACE EXTERIOR ELEVATION 3r ol.[ zt T a CAULK Bcw. N nT;N u 2002 EXTERIOR ELEVATION FLORIDA EXTRUDERSISANFORD, FLORIM TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000. 1750, & 2000 SERIES DRAWN DY: BB APPROVED 13Y: DATE 02/ 14/02 SCALE ,)TS 1owc FLEX0037 D 1 ONE BT BUCK BY OTHERS CAULK ITEIVCCM IIOV FLANGE tt SHEATHING LYVDOD (TYPJ IT OTHERS EXTERIOR fIMSH BY OTHERS PERIMETER CAULK -J BY OTHERS vIN00V FRANC J HCAB Ww4DcwHEKMr EXTCRIOR VINmOV FRANC - SILL PCRINETER CAULK BY OTHERS EXTERIORFINISH BY OTHERS INSTALLATION ANCHOR 10 SCRCV BUILD DOVN BY OTHERS ALSO APPLICS NOTES TO SILL) SHlu AS RCO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. WAX - ALLOWABLE SHIM STACK TO BE 1/4". 2) WIHOOW FRAME MATERLAL: ALUMINUM ALLOY 6063. 1-3/8" MN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SL-OCENT LIN. TO ACHaEVE EMBEDMENT MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. /IO a1STALLAT10N- SCREWS AT HEAD k JAMBS MUST BE OF SUFFICIENT LENGTH TO ACICVE 1-3/8" MIN. EMBE01ENT INTO WOOD FPAA MG AND BUILD DOWN WHERE REOUIRED. INSTALLATION ANCHORS k SCREWS TO BE PLACED 6 !I. MOM CORNERS k 24 PC O.C. 1/AX. A) USE StJCONQCD ACRYLIC CAULK BEHIND WWNOOW FLANGE AT HEAD. SLLL t TABS. S) USE SXMWED ACRYLIC CAULK FOR PERIMETER SEAL AROUND OOERIOR OF ILANCE. 1/4' MAIL WINDOW 6) CLASS THICKNESS MAY VARY PER TIE WOU111tEMENTS OF ASTM E1300 CLASS . fSIM SPACE CHARTS, SO4QX GLAZING IS SHOWN. INSULATING CLASS IS ALW OUALIFED. 7) BUILD DOWN AROUND CLIR%-ED POROON OF WTNOOM FRAME TO BE ENCWEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. a) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. TPRINTS PRALSO APPLES TO FLORIDA EXTRUDERS 1750 SERIES A 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT 6 NOT INTENDED TO IPdT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL AS REO'D SHIMASRECONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000 SHIM SERIES DESIGNER FIXED WU40DW FRALITNG SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS VSmG ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOLAREMENTS. GLAZING ( TYP. SEE NOTES) SHIM AS REO'D SEE 10TCS) CAULK 2EIvCEH1 Q vINDOVFLANGEIns t OK B1 vOGD BUCK CAULK PC VEEN VDDO BUCK t MA: QQY OPENING By OTHERS cONCRCIC OR j.-C T Irli•) A -A MASUQr BY OTHcr,< BUCK HEIGHTL I/'- MAX SHAM SPACE EXTERIOR ELEVATION i I- I/<-MaFLL'1`ITtiA.L FLORIDA B.G.A.i. . M9COVENTMANUFACTURERlYAfr2: ONELMV000BUCK eM GIfiCPS ASTER Cr UX # { 1-3/ D- MIN, EMBCOMENI BUCK VI01H T/A MAJc. S.- SPACE CAULK BEIVEEN TVO Br BUCK TVO BY FRAMING CONCRETE BY OTHERS BY OTHERS SHin AS RCO'0 SEE NOTES) INSTALIATiDN ANUQR. tT0 SCRCV VINOOV FRAIL - CAULK°6CTVEEN JAMB VINDOV, FLANGC- t VOW N'S GLAZING <T YP. i•• :..fix" y' L` SCE NOTCSNT.d ' j-{ AT CDvatCTC DR: F . PERINIE T( R MA{JLK': BY OTHERS. yy Br OTHERSv`•' VINDOV VIDTH EXTERIOR FIISN SECTION B- B BY OTHERS WINDOW WIDTH A HEIGHT WEIGHT BB I EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL, INC SANFORD. FLORIDATITLE: FLANGE INSTALL-^TION DETAIL V/ FRAME BUILD DOVN DESIGNCR FIXED VINDU'.I 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE ISCALE :` ITS IDWC.. FLEX0036 0 I A SHEATHING BY OTMEP.S C STUCCO J OP. SIDING BY OTHERS PERMETER CAULK BY OTHERS SLIDING GLASS DOOR fRA19E - SILL D . SHIN AS Rf'O'0 INSTALLATION ANCHOR '— DUUR v1U1M Fa SCRcv SEE NOTES) CAULK BETvEEN Tv0 BY v000 DOOR FLANGE SLIDING GLASS L SHfATHING BY OTHERS D00P fRAN+ JAM? I' 1/4• MAX. .. SHIM SPACE S [. F 1-1/8, HIM. EMBEDMENT - - TEMPERED.'LASS_ .._,._ n II ( TYP-) SLIDING GLASS DOOR FRAME HEAD PERIMETER -- CAULK BY TEMPERED OTHERS GLASS (TYPE DDOR HET SECTION B-B 0 7 EM BE DHEN d _ 1-1/4• MIN, TVD t:Y vODD INS,% LA11UN QLUK c2 SCREv 1-1/8 HIM By OTHERS EMBEDMENT -- Tv0 BY VWD BY OTHERS ' •• CAULK BETvEEN HOOK STRIP L - SHEATHING - I SLIDING GLASS DOOR SHIM AS RECY0.9+OOK_STR[P :< _-.'.'.•.`:'}#i';:: urn.,• SE C..HOTCS).. a 7_ INSTALLATION A IC9QR CO SCREv CAULK BETvEENCl 'u•' -. i .. IDOOP. FLAME$ __ - L SHEATHING SHEATHING BY OTHERS XSHCATHING '. . BY OTHERS - TEMPERED GLASS STUCCO ( TYP] STUCCO OR S10(nG - OR SIDING - - BY OTHERS . BY OTHERS 9 SLIDING -GLASS DOOR _.. .•. INTERLOCK c t HOOK STRIP =DETAIL A- 1 RIP IT 006) MIA fCR1AL: allFllram " LLD, 2J I! WIf , INTO CY. SCIL/K M7Si YC Cr WCICTENi LENGTH TO ACHIEVE Min (nlEDKNI Ci.•.f F Slr I-1/R- WTD vOOI TAPCONC.t: IrHI WS BEDIC. CH FAmcmS1-1/4' N SELL 1VST, RR. Cf StlfICIEMYLEKMrMTOKNIEKHIM. 4 7COCN7 6 1-1/A• INTO NAB i (R COGI TL- L INSTALLAfIGN AWW'R CHARf ON BACK Of T142 SHEET. ti: -1(i(;6FF IISC STLiSic KRILIC (ALL[ OR PE IHCr FLANGE AT KAD a AAIM . i SI TY Sf T DOOR KRILIC (AILR COI PE4IKICR SEAL AROUND CafEo Tj 00 IS _ T `. 61lT (u.Ci DOOR SIZE IS Mdi LISrCO W Arfj CHART. Ilia AKIOR RIMTI Tf USICO vITH KAf SITE. FOR THE APPSiIp WE OCSIGI Ill- REO'D. 7J COI POCaEI OOS' SIZES CLOSEST RIPAfI DOOR SIZE L COKIGRATMN TO fINISKO OWNIr4 M b RACE INSIALla 11DH AK164S, W fRD.I Cr IOU: STRIP AS SW- - 8, CLASS IHICAK SS NA vA4T P[R RCOUI4CKNIS . AS rn CIlW (LASS ( RTT 9' DOOR UNIT IS APPROvCO USING TEMPERED GLASS IN SINGLE GLAZED OR IMTlLAl11G CUSS - -- 10J AANS / TILL CORNERS ARE TO SE SCALCO vITH A SHALL JOINT SEAM SEALEo NI SHIM AS R(O'0 ATE. fir O: WSTALLAIIC/t AMCNORS. N..A. ALLOVABLE SHIN SIAC[ TO BE I M. , IZJ ALL S IALLATICH A01WS MIST K -DE O% Ct;MS10, RESISTANT MATERIALS NE A •-- 1W M RE ' R=ARESZMTS MavD4 PAWL -0 ¢ REPRE iiNTS FIRED Fa rL APPROVED COW[GURA I ION: ARE AS LISTED ON aMUQ'. C-RF ON W- Or THIS SKIT. E X T E P, ! j O ELEVATION 1, r41 ALL COWICRARC Y ATIONS LISTED ABO< (NN ON THIS ORA L; G. IOvE vER WSIALLAIIDN SECTIONS -A A--' 9.9' L NCOc STRIP DEfA;L APP TC INSTALLATION Or ALL APP;0v10 COW IGS.ATIO. S. 2 FANEL OCOR SHC'JN ISM FLORIDA E[ fRuOERS W= TERIE: SLICING CLASS DOOR IS L<I- THIS "IN? ALSO AFFLICT TO L000 SERIES -0 5W SERIES. D IE IBERALLr APPLT I CAULKING UNDER SILL OF. SET SILL IN BEDANGHn-P. I ' OP CCWCR_f_ !,!S. D:- TA •• PCO ii P.EVi DESCRIPTION I DATE i INI EXT F L 0 RIDA [NT.RINC.RS SANF ORD EL TITLE: SLIDING CLASS DOOR INSTALLATION WITH #° SCrCWS DR;. WN BY:33 1 ApPP.CIVED 81-: D.,TC !2/V/ Di SCALE: Ni; JDWG-'L_.c:c7 S:."i i'2 jAMS TYP-) VD&C-v L 2 X I/E 1 X 2 X 2/E Tjs7. E X 6 x 1/2 SELF sms 4 X.5/6 2 JAPPI't-, SMS BE MULLMN 1 10J- jo90 SS ME -(7-;2Lif STLWT jET'VZEN; f.-Lmal 6 - VEEN' 0GES YIN! Dov IT(IN SEL- TAF?iNf: -SMS . SECTIO-N -A=V(27: .. . 1) aEQT16N--'A'A X M6 X Ve I X 2 7/!6 X 3/lE rjBZ MU-LIGN T 01E KULLMN vs:FTiCAL TO FCRUZ STAL MULUON TO ko"JI-Q-14 P7 ZR i S.H. SEALOU Krv'-:8 j1,,130 SK JAMU (TYF.) VIN50V FLMICKS S ce X 1-1/2 SELF WPM SKJA642CTL ?,-F-LEDN 1/2 SELF x 1/2 SELF SIAS TAPPU r T --pPit SMS SEALANT BET EETVL VEAMOV F VLN-L--lv FL4.E::--s :!E X 1-1/2 SSLF 34- SMS L Zllml-'4 L m.*,:-Ll 42 X TAPPIM3 S4S S.:--CT;QjN' A -A ,4 SPCTl0N A. —A. 13)- x 4 x 1 ' /E tUIC S TAPPNNC SIAS n7 SFCTION A -A 171 x 4 x 3/8 Ti:'-, FR-04N INTERNATIONAL. INCIFLORIDAEXTRUDERSSANFORD, FLORIDA li:/E SELF T A.7 N il s? ' TITLE: -P -, C, 0 C,,,' 5,00 F I AN G E —T I R TI - AL 40,L; S 7 --THc-P 2 R zz c -ED PAPPROV Y: x cl; 2X MULL YN, rFRN-L -CUIP- Z— r 46 X v T R ix. h q-- ex 4 CCCSE TION 8- 1 - S tEv'hVC!£i2 RYP P-J-CLA;o Li! 7V4 PRECAST SIt.,,, LL By OTHERS Z% j-!,jXll, MR' :Pl—AT ffCR IA c 4tii a_7S: G: F='./Ecc!raVEP. (LFrJ_e TO 2 YfriER£ S" X J-c ` ' T ---. O AI' ..... _ _ C y!>;;,z7v aZA:ar_S SILL (;y;:., L• 2" c' =E J,uLuo!+S P<c- J SILL ;YF^) = i - tS % tt,/<uyS F TAr:n< SNS Cin^iaETt OF. mAS2ti TAFr i EY OTHERS v I, . LNSTILLATE, AtiOi,R ME' .E:A ., :a 1t?. - i x 2 X I/E x 2 rtT_:. TAP'• ei _s--n r xt;--- t v. Yub Nr`_IEIN ems .< £' :_;< v , M =-- . I -- ``• EZTr..Ri,A xr_L r. 3 y C tC_ FY_. C- r c • IN TAIGA e C_..L- - ii5 $c jrj• ;perv:£y _ • I ] : ti: c c £GS'. >s'•i e'1 a r :' `•.."«.,,,,.••.. t Ns a rcALms • - - - t - - - 1, _ FLL7s A . : : e' •. I___—_— S y 7 y`Al au+'^"','' • 5 {v s.Ar l k2' tr. ' C :P - - -i v --- i -_ ..._.__ y....- SI i. _ 3Lf•7G.t":eS6'l.'•' a-•-- - - t' 6 X 3/4 .SELL i 1- X'a/<'ScLi ..-! A.Ff .1. vs _ - ;i. _: nr• z' r*• 1 i. L i r ' I't SJISI' - TA L StiS - - - - 1___10G0 SH' F is 1%r_AY tTrF: 1 £ tilr:`.,' .:; lie T e Tvs+, _: CTION A -A (2) - .__..._._._ ._....— = -- _ - -= . _: t1. r,. A.vEs . C .`'\i =S? : a_7BCCz •i,57;? a ma,mrt riGGi F.v./IIESiCs"rR /-ICJ: .V/P=slG ic j 1v0 F.WGESIGNER { Sill (Tl'F.) i - -' j SILL (TYP.) Rf X ?/4 SE!.1" AE X 3/4 S_l. I ..6 X 3/4 SELF TAPPING SNS ap f TAPPING SXS I X 2 7/16 X 3/8 TA'PI`G SMS ' I X 2 7/1E X I/6 2% 4 X /9 !..Kih. iu? E [ar lL^s: TUBE A?.MIT: EM2EL-4EI:T z is Se ANT IiETVEEN - . BETWEEN e FLAtESvLtT- fLA'::E t [ 4P_L11'.': t )C SSG`: I -&t c-----/////,, c • iC1 ti" .;Y _ 2 3!< SELF l Y. _ A. t9 x =.'< SELF \ SY.S ISTAFP! h5 SNS -:G:r^_ S.?t ;'*?fx' wo-F 1$ AG (TYF.) HEAD <Tt7.) SEALANT SEivEEN S= CTIO(\ A -A (3; SC I'ir:i,! A-r: ,\ Lr 1 I a X 3/< SE i L'Ir.Lw F:A.wFS ' ^ t TAFFa SMS - I MJLLIa4 I l 1 L 10.7C ?':. IU_ J:'JVC[( Sc4Le^.- 6E:=Fct: r-5:-- S.—L (iYF.; _ t v:A' ion 1 tiEau E_VATiCT: ty- /. 2/4 ScL' 1 /'-:c X 1 C 1 IAPr.. J SS I f .c.P?'hL SxS-I f c x 3i9 S--T! i A-'). (?)viE/!=C FP.i!A ExT_RSCF. X < X 1!$ i r i INTERNATIONAL, [ INC ORIDA r - - FL EXTRUDERSSANFORD, FLORIDAFLOR[D TITLE' Lf G_ SD -TINS PPPR01 cD BY: T-PiCAL MULUIt4 TO CG;NCPEI- C, JAME' PLJES TO JA-Mc WHERE 1 X 4 S E SILL (TYF.) 1K .,2' X 4. TU137 PMILLIC', Ai- USM oc Y 11A tgLr ir IX :j1A: SELF.; I T F -G SMS TAFrINv SMS Co.VCRETE OR HASCNRY EY CM X== 7 d TLI!iE mF-LION. TuEE 7 sEAt-mT EET'v ONE Fy VOL WINDOW 'rA.14GE$ BL-Zx'By CrH,-Rs L muLLIZIN.- !E.!.,i AQ CENTRAL FLORIDA B. O. A. F. E N QUAIL AN-11!7; 3/i6l UAL T KG • -1.1 ANCkCR T'rz.) A. SCR Ex r ERN A L KJLL 10." MSTALLA.T(UN CLP If 3 - ie X 3/4 SELF. sEA:-MT EZ:TVCCN X 3/4 SELF MANUFACTURER NAME: vLHBt3V FLANGES SMS S.P. KAB- (TV.) "c-r1:suQgp:sL-r-r-L=. : — - WAD (I TP.)ocr 1. I kAL94T EETVECX T1 N. SECTION MASME FUSE 6WNGOVFLMCESONA —A L KJLLIZ]14 P. loco F Id r*--s;G-iEq 103G VIDESTGIZR fSILL ('YP.,' 1/4 SELF #0 X te )( 3/4 SELF - - Imm P.W./DESIGNER 7TAPPINr.i SMS C T Y P.) TAPFING SMS X 2 7/16 X I/E I X 7/15 X 3/e 4 WN. 6 -TU---r-' MULLIGNTUSE' W-LION 3'4 SELF EM-KE-kENTF2.3" No SMS X 3/8 BETVs" TUBE MLr-L:lj-',' r-ALAri,, VLN-30V FLANG-L... L MLLLION j.. C. l SEALP4T PETVEENL x 3/4 SELFgcX1/4 SELF qc• TAPPING SMS ICuG S.,.. TAPING 1010 SJt HEAD (TYP.) 4.EA0 (rYP.) T!0N AS--4,L.4u', EETWc'EN c 7ri!QN AA—131 F A. (4 VINsov L KILLION CGn3 SEALANT SETVEEN. - C3 F '.-"/DE:SlG'4ER SILL TYAPPiN'.1 ' rLANGE.—'(TYP.) ,14 SFL t LP' ULUGN sm of PSE-- 7) X 11E, —i x 4 x 3!6 MFL.LION' 21, A V; E' e., EC FRONA EXT-EzIGR rqr= - - - INTERNATIONAL, INC IFLORIDA EXTRUDERS SAINFORD, FLORIDA H M 1LJ- U-j iTITLE: :n_e, 11=o Aw-- jn— 7 7u 7 s APPROVED BY: 7. 1 SCALE:'. 7 Inwc; l6 x 2 X I/e i X.2 X.2/e rGiNE E l WOOD— j5cc S)4 Tuli- mu.L !C-NTinrKLOt C 7 Fu C E -f C, -.;4 s Y:S Y' CTPFRS .v j I - I q 1/4, FIN. X' 1/2 SELF ge x 1/2 s:,_r Ell_K_DtENT, JAPPiNG' SHS APFil;G SMS j IT C_Qpp. c J S. SEALANT-* BET - t INST Lrim-N, C j3/16' A LANC.S xu., ,, ATA A 1,A T_ 1 M AM.< S T . 11 lwr r-Zi!u i ft-w 4TA leq:lkr— :r'&rrgn: A6 jai.sla:, ERE--l'-X `4SEQllbr\"A-. A (1'-.) V," ES JO H!T. 2'- X 4- -ruec-MuLdons J>CL__" 7/16 I X C .7/16 Y. 3/,6 V .2JAM-4 Fj (TYIc' mSR -UTE KJLLMN Caf, ' 9? T V P T/0---'L: AVS JAMEMR) JAMS (T kc X 112 SELF 'STALL x 4 ;1 TAPPINGSuS6 X 112 SELF ;;e x 1/2 SELF TAPF SM S TAPPING SMS 4e- a X C F_ SF. 4LkT E::TVMN NG S;4S ite x 2 SELV SEALANT. EZ7VZ,-%' SEA,_xNT ErWEEN TAPP; T. 7_`.R:WtNMV FLAt;GrS Vzw_-C., FLAtZ-_S L WJLLIO L sc U itsx1-1/2 -SE; -F SE.-r SILL -FT CTHERS TAPFM SMS NAPPING SMS HTt[L C SF CTION- A -A 3 s _HCTiQN A -A (4 C;- MaNAL A.,%C - R S, U*4EN R GRADD' i x 4 X X 4 X 3/_q K LLIGN' TU3EMULLMNTUFE130= JAP;=- i WT A 0 0 TER i JO!, D Fi E.' AT,. x :lr S-; 7-RIm EXTEF'OP N 4. S INTERNATIONAL. INC TLORIDA EXTRUDERSSANFORD, FLORIDA I iTITLE: HR FLANNGHE SHEET 1 OF I'X f7r. nRiw- N APPROVED BY: M I A M 1.OADE PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Rferson, P.O. Box 76 Pittsburgh ,KS 66762 NIIANI1-DADE COUNTY, FLORIC METRO-DADE FLAGLER BU1LD1 BUILDING CODE COMPLIANCE OFFI+ M1:I'RO-DADE FLAG1.1i11 BU11.DR 140 WEST 11AGLER STIZI'171%SUrl1i I(• MIAMI, FLORIDA 33130-I° 305) 375-2901 FAX (305) 375.25 oN'riukcroit i.icrNsI (; s1•:Cr1i 30) 375.2327 FAN (305) ]75-:: COINTIt.\C'I'01t EINFORCEINIF.INr 1)IVI511 305) 375.2966 FAN (305) 375-: PRODUCr CONTROL DIVIs1 305) 375.2902 FAX (ins) 372.b Your application for Notice of Acceptance (NOA) of'. EI)tergy 6-8 S-W/E Tnsiving Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration- date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in tl)e approved manner, BCCO may revoke', modify, or suspend use of such product or material inimediately. BCCO reserves the right to revoke this approval, if is determined by BCCO that this product or material fails to meet the requirements of the South Flor Bui!din; Cede. The expense of such testing will be incurred by the manufacturer, c-- ACCEPTANCE NO.: 01-0314.25 CXPIRES: 04102/2006 Rout tcoangucz Chief Product Control Division THIS 1S TIME COVERSHEET, SEE ADDITIONAL PAGES FOR SPI?CIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIN11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. Al"'ROVED: 00'/ ti/200i Francisco J. Quintina, R.A. Director Miami -Dade County T3uilding Codc Conpliance Oi is 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, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with ' omplywith. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressurc Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 SJViE Insiving Glazed Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br, Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepare6 manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade' Col Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to singic unit applications of pair of doors and single door only, as shown i approved drawings. Sinlc door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such.that the ang?c between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed.ir. non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum( oro:cction system. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRENIENTS 0.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ofthc approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co SFBC) in order to properly cvaluale the install icon of this system. Nl.iml I Pcrcz, P.E. Product Co C Exan. Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 05 70Q1 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 . Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documcntation, including test supporting data, engineering documents, are no older than eight (K years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acccptancc 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 Acccptancc is displayed-, tlien it shall be done in its entirety. 7. A copy of this Acccptancc as \vcll as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and sliall be available for inspcction at the job site at all time. The engineer needs not reseal the copies. S. Fa11Urc to comply with any section of this Acceptance shill be cause for termination and rcntova Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCE11.'ANCE Manu Pcrcz, P.E.; Product Cont r scam Prod u 'ntroI Division Glazed Unit:; COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing X 2.0" COP-WL-MA0141-02 02-0419,08 Application Filed) 52.0 NO 2'6" TV 210" 3'0" 3'6" Not Listed Not Listed 2'8" + 1'0" COP-WL-MA0143-02 Miami -Dadet 02-0419.08 Application Filed) t 52.0 NO 2'8" + 17' 2'10" + l'0" 210" + 1'2" TO" + 1'0" 3'0" + 1'2" XO, OX. OXO I IV' + 2'8" 4 1'0" COP-WL MA0144-02 02.0419.08 Application Filed) 52.0 NO 1'0" + 210" + 1'0" 17' + 2'8" + 1'2" 1'0.' + 2'8" + 1'0" 1'G" - TO" — 1 V' 1'2" 2'10" + 17' 17' + 3'0" + 12" 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 I 2'8" + 2'8" COP-WL-MA0142.02 02.0419.08 Application Filed) 52.0 NO I 2'8" + 2'8" 2"Z' - 2'10" 3'0" . 3'0" 2'6" + 2'8" + 2'6" + 2'6" 2'8" , 2'8" + TV + 2'8" 02-0419.08 i 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0145-02 (Application Filed) 52.0 NO 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly derails are available from Isle Masonile International websile (www.masonite.com) or from the technical center. 3. installation instrucl,'ons are available from the Masonite International websile (wwAv.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (PAinimum design loads for buildings and othe.- struchu,es). National, state or local building codes specify the edition required. Masonile In'arna:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 0CCO protocol PA201 Oak Daft AR k EK" i i ii iti,; i,n .n•t'M v'ri(nwc 7i1 is ?f}12 B,c:r..,-•,ca m01 Xa n1Dobol+ %.an;aanaa•Oatt, Masonite Internatlonal Corporation is rt.;n^c _00W nu::: Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing X TO„ COP-WL-MA0161-02 02.0418.03 Application Filed) 55.0 NO 2'6" 2'8" — 2' 10" 3'0" TV Not Listed Not listedArrangementMultiples (wid1h) 1'0" t 2'1J" + 1'0" TO" + 1'2" Masonite International COP-WL-MA0163-02 Miami-Dade- 6CC0 02-0418.03 Application Filed) DP Railing 55.0 impact Rated. NO X0, OX, NO i1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 l NO i 1'0" + 2'10" + 1'0" 1'2" + 2'8" , 1'2" l'O" + 2'8" + l'O" IV' + TO" + 1'0" 1'2" + 2'10" + 17' 3'0' + 1'2" j2,6., < 2'6" - 2,6" 2'8" + 2'8" + 2'e" c 1 C" + 2'10" + 2' 10" i 3'0" + TO" , TO" _ XX. OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 I NO 2'8" + 2T 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02.0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" jTO" + 3'0" + 3'0" + 3'0" Note,.. Occr a.rangemenis using fewer panels than wha! is shcv:n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite lnternational website (www.masonite.com) or from the technical center. 3. Installallon instructions are available from the Masonile International website (vmv.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, wafer, forced entry/or impact testing Is done in accordance with Miami -Dade 0CCO protocol PA201, PA202 & PA203. QcG _kCARTE11114011 11% M rou2 C, v ;m•;gnu 0 proa,am 01 pores., "ID—rnent morn ipeat ru a-s am." paa uaa'pt a• iilr De.•, Masonite International Co,voratior Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing COP•WL•MA0146-02 02-0423.01 Application Filed) 40.0 NO Singles (width) 2'D" 2'6" 7X""I 2'8" 2' 10" _ 3'0" 3'6" — Not Listed I Not Listedultiples X3 OX, . 'X.") width) 2'8" + 1'0" Masonite International COP-WL-MA0148-02 Miami-Dade— OCCO 02.0423.01 Application Filed) OP Rating 40.0 Impact Rated NO 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 1'0" + 2.8, + 1'C" COP-WL-MA0149.02 02.0423.01 App;ication Filed) 40.0 NO I f 0., 2•10" 17 + 2'8" + 1'2" i 1'0" + 2'8" + 1'0" - — 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17' 1'2" , TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10" + 2'10" 3'C" + 3'0" + 3.0" XX, OXXO COP-WL-MA0147.02 02.0423.01 Application Filed) 40.0 NO 2'F" _ I 2'10" = 2'10" To" + To" 2'6" + 2.8. + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 application Filed) 40.0 NO 2'8" + 2'8" • 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangema•its us;i g fewer p3nels ti,ae wha'. is stic.. r' in the above chart also comply under the product approvals shown. 2. Assembly detail:; are available frr:, the Masonite 1 ;!Ernalional website (www.masonite.com) or from the technical center. 3. !rata:'a:ion Ins'ructio^s are 3V3ilable from ;he i, 3,on1!e In[Ervicnal website (www.masonile.com) or from the technical center. c;La: C=sic:! pressure requi;rment for a speci'ic cuild'ng design 8 geographic location is determined by ASCE 7 (Minimum design loads for bui:dings and other structures). National, state or 1r;cat euking codes specify the edition required. 5. h4asonile International structural, cyclic, air, maser, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. Oakcraff ARTEW 1 lit .It •i, 1.", I:.v'I'4Y 0C.... t' es. grvmi .-'170•:• 22n:2 Lt• U.a n.n::':::' C' vcc.+n rt.prp;¢ntn: vA^, 9:!: :r 3. qr 1. Ut ,r ]. n .. •"' ai.: nave r I<1y1.Ilr Ira / masonite International Corooration Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing X 2'0„ COP-WL-MA0166-02 02-0423.03 Application Filed) 47.0 NO 2'6" 2'8" 2'10 3'0" 3'6" Not Listed Not Listed 1Multiples1 X0, OX, OXO 2'8" + 1'0" I I 7COP-WL-MA0168-02 I I t 02-0423.03 Application Filed) r•Rating 47.0 NO 2'8" + 1'2'* 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'D" + 2'10" + 1'0" 17' + 2'8" + IY' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 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" + 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 (w%=.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 8 PA203. 0 O_ gaff AROE om I IIII NI, I.A\.\ 1. N'I 111'•I )I1V u,\ rbni..wr.erprNuEnvr (Mwr C,, REMa77 _11.. / i aD1a 29. 2OO2 d...,, Doo., Out COnunuind DIODIam 01 DIMC1-D'0+emenl ma1tS WCOiCa100S. OCSIdn and DrOduCl Masonite International C o r p o r a t i o n OCIa. I Su DIPCI 10 (Hang, -'roul nOl-Ce FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing Singles (width) I 1. l 1 2'0„ 2'6" X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2' 10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO Multiples (width) 2'8" + 1'0" Masonite Intemallionall COP-WL-MA0103-02 i.!e BCCi 02-0109.10 Application Filed) OP Rating 55.0 Impact Ralle@n NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'T 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'D" 1'0" + 3'0" + 1'D" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2' 10" + 2' 10" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.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. 13 Oa draft AR 0 EW r r m r lrrr Nr;l..t t.t r„vl \',IIpONt Mi.. e...a ferF,.. l.viDm•. A rl 29, 200: Ow COmnu,n; 0109nm 01 WOCve1 nnOrO+tmenl mJltt tOearlKJignt. d,,In Ina 01W. 1 r• d t O n I l C I n t e r n a t i o n a l C o r p o r a l o n atOd s,ma 10 "Inge -how 004Ce FIBERGLASS DOORS Opaque Units 6'8" Height Outswing 1 X 1 1 2'0" 1 I COP-WL-MA0121-02 I. I 01-1031.02 I 76.0 I. NO 2'6" 27'8" 2' 10" 3'0" 3'6" Not Listed Not Listed I NO 2'8.. + 1'0" COP-WL-MA0123-02 FT, 171 4qQ 02-01C9.09 Application Filed) 1' 55.0 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" X0. OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 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-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 (wvAv.mason ite.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. Oak gaff AR k EW I uu. SS LN'fM Y,UOUN. r.• ..r... I.-Doo. PR6t1fv ;'%..//, , i,.. moo.. ,oe CUJ'Q% VIiGCi n Masonite international Corporation Ow com,num7 olow+m of olooun mo.emem masses soenaalans, aes,an ono o'oauu OCIa.1 lu'JICCI 10 cnlnCe w n0ul noIKC FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing 70.0 NOX Singles (wldlh) 2'0" COP-WL-MA0106-02 D. 02-0109.08 Application Filed) 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed 2'8" + 1'0" COP-WL-MA0108-02 Miami-Oade EICCO 02-0109.08 Application Filed) UP Rating 55.0 NO 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17' X0, OX, OXO i'O" + 2'8„ + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" IT" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + TO" XX, DUO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 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" TO" + TO" + TO" + TO" Notes 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonife.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 8 PA203. Oak raft AR. r..r EW r n. w.l a.] LN'I' P IuIUN\ e,.,A•.m..a reapu.ewrOm 0.+75 7 07 Ow co'n•+um: mog11m 01 DI.C.0-D,o.emeal mires som',cm,on, aemgn mo o,00uet at"" sua,ec, to cn,nq, waaoar no,K M asonrte International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing i• X i(width) 2'0" COP-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO Multiples (width)l. 2'8" + 1'0" COP-WL-MA0128-02 r 02-0109.07 Application Filed) t 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-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" + 17 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-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"0" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 PA202 8 PA203. O ak,,raff n!k' AR k EW 11 I:.ti' I l S N..t•.e..•a r0«N« E- Dow, nora 29. 2002 o-. Du. Com-n-v Droglam of Droouo a Dro•emenl males SDeeibut-s, des.on and o.oduei Masonite International Corporation deua SUo,eci .o mono, wnDDul noliee X 'MID-WL-MA0001.02 Unit SINGLE DOOR 6' TYP. r, TYP. 5'8" UNIT 8'0" UNIT 13.15/16' 11-118' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require Iwo 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 A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include a8 and a10 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 1.114" embedment. 3. wood bucks by others, must be anchored properly to transfer loads to the structure. 0 r,129 2002 N,—,,-n7 omynn of oa.a ma5es sm,,.c—n,, MJSOnilC nICrnJliOnJl COrpOrd;ion in na a1011Ia acini 5-m l U P117E wahoul nol Q XO or OX '000t Unit SINGLE DOOR WITH 1 SIDELITE 3' 6' 6' CL TYP. TYP. I LTYP. TYP. 4 A A < < TTY6' P 6' 8" UNIT 8'0" UNIT 13- 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2- 1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) 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 N8 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- 114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. a; ud29 ?00? Masorete International Corporation Jw . on••,.,n; u,o:,.n, w aor.,,u •, .,•o.a"em n,,.s tett i„+.e aet7n roc aa:u acua suoiea n cm+;e .nnow orae Ox0 Unit qP I 3• TYP. CL 111 TYP. SINGLE DOOR WITH 2 SIDELITES I 1P I I t t V I t r t 6' TYP. 6- TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. 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 N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" 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. apid29 2002 rvlasonite International Corporation ncf Jn ru :nuu e: L'fll 1 41fc1 to'enan'Je wnnn IJnUtRI• MID-WL-MA0005-02 DOUBLE DOOR WITH 2 SIDELITES CIL TYP. TYP. 3' TYP. LT —0yP I I I I I I I I I I I I I I I TYf I Il II I II II I II II I~ 6' 8' 13- 1 , CountMinimumFastener 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0' UNIT 5/16- 17.1/8- MAXIMUM ON CENTER TYP. Rough Opening i Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and d10 wood screws or 3/16" Tapcons. 2. the wood scree, single shear design values come from table 1 1.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" ernbednlenl. 3. Wood bucks by others• must be anchored properly to transfer loads to the structure. _ ADM 29.200? tna5onite international Corporation Our co.urw-. vo;nl+oi monuo "nro.emem mares tnr,rtumm nevyn ono yon.P au-' tWwa .0 ",-, -n ou1 nObee XX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 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 site - 6'0' x 6.8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 1.nalional. 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 an 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 All. 107 Series' 108 Series 304 Series Series' This glass :n may also oe used in trle following door style Eyebrow 5-panel wllh scroll. Oak raft AR k EK P111LMI:L•\.0 1: M1'l Ml''p1111M wn.r..wo0rp.po. L.vr d^^n a / REM. ';:..//,..,. April 29.2002 rAasonite International Corporation Ow conenumq D o7um of o.ocun ^a•o•<.n<m nines soea+aJwns. D<a 7n Jnn D•oduo 011Jil SUD,10 10 CnJ nD< «nn00 101V XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an 0as00 404 Series 410 Series 109 Series 114 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akraft AR k EK' Aprd 29, 2002 M i t International C ow cominuma a'aa'Jm of afoODU moro•enteni mjres soecaunons. aes,;n,na OrMucr a s O n e o r p o r at aetad subject 10 [nrnoe --out not -cc XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite 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 far a 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-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 sexes 133. 135 Series 136 Series 822 Series 1/2 GLASS: n a 00 00 00 00 00 00 105 Series 106. 160 Set es* 129 Series' 12 R/L. 23 R7L. 24 R/L 107 Sencs' 108 Series 304 Senes Series' iris class al may also be :Se7 r Inc lolic-fig door styleEyeoro:r 5-navel v:un scroll Oak raft AR k EK' i int .,, r..,.: r.,.iw„r u,w, ..,,..1,.,.a,b PRFrti:? C:Zi..uii... 1/.1 t%//('•. r. p,e 29 2002 d sonitq Inir;rn a t i 0o al C 0 r par a nn aor; un o rvomu O,U.Cngnl m.•G15MK,LU Ln1 ncw;n .,:a ;nvo-,a a. ., r.i -e a,+ ,e .',IOU. noi:r XO or OX Glazed Inswing Unit COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a000o® Oa Series 410 Series 109 Series 114.120. 422 152 Series 149 Series 300 Serves Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-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 Oakcraff AR k EK" r. p•.,.E.n.0unEllEii:iv::%..//.... /'/ 7 / J,. April ow Con', " D+Oe9+++0: m 1" sOrUbC,p q S. arv,1 dM O.000CI Masonite International Corporation Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n o0 00 ° 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' finis glass Lit may also be .sec in me lollovang door style r'/eJrow 5-pinel wrh sclotl Oak, -raft r .1 AR k EK' L. I I III I.Mtl.n\\ 1:.'Iw\ EII II III ,\ Apn129. 2002 Our coy,.-- n,00ram oI olocun •11I:I o:cmenl n-f..c— Eq.,r..I Env, D—, nuact sn!cni 1-1 d-W and of onucl M a s O n I I qinternational Corporal O n dawn cuui!a Io mange oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 311 — - 0 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-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 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 f / &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak\% —raft AR k EW I I 111: NI• LA 11 L,I I M 1',11r11E..' Dow April 29. 2002 Om e=.pn g 01o01im of 010duo Pro,emenl males swan cjia %, 0L n ana 01MW oeird suolecr 10 on nue wil now nonce PREM GV..//,...,El aMason ite International Corporation OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Ntaunlum unit size - 12.0- r 6'8- Design Pressure 52.0/-52.0 Untned wale, 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, 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 D00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: DF1 M H [I 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 2a R/L 107 Series' 108 Series 304 Series Series' This glass kit (nay also oe used in the following door style Eyebrow 5-panel with scroll Oak raft AR k EK'- n I\I II I. uI:I..\\..\I.Iw\',n,IfIN, +.f.. o•,.0 r4.. n,.. rnlrDm n^` Apn129.2002 Masonite International Corporation 9., moeum o: o,00ua—,o.emem -- sna,:ca—s ee-n me mroa ceu,l wnleu to enna-e .nnow not- oxxo Glazed Inswing Unit COP-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 — . - I0000 — - 0 404 Series 410 Series 109 Series t la, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 0 00 129 Series 200 Series 11R. 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 Cade, Chapter 17 (Structural Tests and Inspections). I X' f / aa3 State of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 Oak raff AR k EK' r. om i iiri.. 1.1-11 17, AnN29.2002 Our C ,,io - Dr Deom of moC.P o-0ro— m env, 0w m. es sDePI ws. De vri mo Droouer Masonite International Corporation 3c".1,4'ea ro com0e c, ce XX COP-WL-MA0147-02 Glazed Inswing Unit APPROVED ARRANGEMENT: 890" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Ma,timum unit size = 6'0" r 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 11111 no 00 822 Series 112 GLASS: 00 404 Series Oak AR EK'" 111. 1: M,:e. ,.,., I:11. 1''111It 1. 1 —T.—.e rn.gi.n env, Dow, April 29. 2002 0., 10-1 q, —1en11 01 mocuu M."O'cn t. marc, and dldav[. act..I s.:,ci to change -now nonce El 108 Series m d. Masonite International Corporation XX t I I 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, 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'" psi u..i. April 29. 2002 Om connw ng owanm of o,m c, -o,. mmi mares soeai,ena . ae g ana owau ael.1 woittr 10 cnanoe -now noirt M asonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". 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 for a specific building design and geographic location is determined by ASCE ]-national. state or local building codes speCily 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: DID ao ao 822 Series 1/2 GLASS: ao 404 Series 108 Series U Oak raff M k EK' r. om PR£M G5 m, 29 ?002 asonite International Corporation ov .a,---3 01 moO,OCuCI XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: 8'0" FIBERGLASS DOORS 0- 300 Series 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). Zf / &-of 3 State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak$gaff AR 0 EK" m 1'0uu md.. dF-11uI—Down / April 29. 2002 0m wl,n-9 mae—of woaun D101! Mm scs sa!nsuWl a!van ana oroauu r asonite International Corporation 1W., woieu ro many ..snow nor C! COP-WL-MA0149-02 Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size • 97 x 8V 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-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimurn installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 11111 00 00 822 Series 1/2 GLASS: 00 404 Series Oak, -raft ARkEK" ap,a 29. 2002 0w ,v1,11— Orapum 01 DIOMt m,ya•en4n1 nL et SpeCn GignS, aewyt — piOauU a",.,S ,c, to emnge -hour ponce 108 Series Masonite International Corporation oxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: 00 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI—DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak Taff I. .,. n. la urc.l AR 4 EW I. ei,i rl u1E:ar.l.nss li t•I'MN D11 1 e..e—rm..r••, E., 0— April 29. 2002 0, conun n7 omg of oroam-D,V,nn of runes soecmalons, oev n eno omaua M a s o n i l e international Corporation dlUd I in"M ra cnanoe .00ul nolKe OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 41 j'', U 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 with 2 Sidelites Maximum unit size - 12'0- x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: oa 404 Series IM] no oa 822 Series 108 Series Oak raft AR k EK' aT 1 nu.er.l.n„ l.rvl un.la, w.,a.. w•c... E+v, boo / An 1 19. 2002 bu' e D•000m 01 DIOOup m0r0+e-11 -111 SOeC'4JIq 5 DtAO^ 110 Dro0D0 M a s O n i t e International Corporation De1J11 01PC110 c0J00e wi1r10u1 01- OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED 1 ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). aaf 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oalc raft AR k EK u u.•i. o... 1 iOl •N r.l .\? 1.,\le\ 1> rnw. r W..ara r. .. b...P.. ..p...[., rood vPk+M ..' hurl 29. 2002 0....,... o.... oae.. ow co,,'. ' o Q-1 o: o aau n uw:aniem n a'.et soeW¢.r am. aev7n alo oroauu M d 5 0 n i t e I n t e r n a t i o n a l C o r p o r a t 111V suumu to en nge »snow nor¢e XX Glazed Outswing Unit APPROVED ARRANGEMENT: COP-WL-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit site = 6'0" . 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 or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 D0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.• 23 R7L. 24 R/L 107 Series' 108 Series 304 Serves Series' finis glass kit may also be used in the lollowing door style Eyeoiow 5-panel with scroll Oak, - raff AR k EK" IrrriiH om Brix —,—` i. i , im.... .DwEnr f r.nn129.2002 Q V/!/% 0•" co r•n- 0,.7 of n"od cr ammo+emem maser socn+rcairom d".- a,c mod.o M a s o n i t e International Corpora t i o n ncu. s.o,ar to coanoc .mno.1 norac XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 0 404 Series 410 Series 109 Series 114,'e20, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frarne 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- &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak rafff AR O EK' m April 29. 2002 Om conLnw 2 DIZInn Dr D'OduV u D. emenl m 6CS SDK !4 I*ns, aes.2n inn D,oaucl M a s O n r t e international Corporation all," 1 DIf C, o Uunoe w'11— noecr XX Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Md\Imem unit site = 6'0" c 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 00 0o 822 Series 0 108 Series Oak raft AR EK' QC5Awd29. 2002 Omc.ft".—mov—a Masonite International Corporation ot", "'N10 m en.oee --.. naa! 4 3 s) wIERMCOMrt STIES FOR 16' W1OE DOW, n) URE IIS DW (FOP • 1ANDUHERWEACESIK (ILONC ) a1//PeLIFTS SAVAILABLEOR II WAS (2) FOR TRACK BOLT NOIYZONTAE TRACK SUPPORT DOOR NSTALl3A ( TO S a K- 13 G CAL.V. Sr[I1 FLAG BRAC onl rASTOEED TD W000 AI•Re WrIN 3) s/ Is•.1-s/e" Ig00 LAC SCREWS. LISTED UM' DOUSE FRO" A AS AM CPTROIf IE7G T V 2" CALV. STEEL TRACK e YRt TRACK M UIESS: mo" l e ra BOM ) ®O ` TIV.TPA« 2-1/YBRICIR,s .Iz CA, STE, RACK BRACKET. TWO PO. R LOOMW (A) PER SIDE b Uw TOP BRACIRT REPORT9606C°RA« " a°2""' 3' . M G U-s"M lON U- 8MsNA2-1-2-1 PAITFAM (IL TWO U-HMS ON BOTTOM SECTION. ONE U- BARS ON NEXT SCcnoK ETC.) II•a/B" SLEET KfK SCREWS CATKWI W A V opnootAL OUTSIDE KEYED LOCK POSITION I O TONAL VENTS O O MV(. DOOR WOM NLDF RRYArIDNS 1/i J/iSFlF rAPP.tc saRWs. ETO NNFES le G NnRYFTMIE NwFS L V.. Ji 11B AnAfNN'M flTOUO iR"R' ) NtW Y• MOTE rnalr FRAME WTM U.V. 1%22 L3 LAC SAWS ON 19 [ENTERS. I DID- ORL ' DOORS UP TO r-O• I.CI COLT M OF (() SECIgNS (SIgA11)). WASHER IEOUIRED. W. SCREWS TNT BE DOtMERAIW( ooOTS OA4t Y-0" IWON COM"S OF (S) SEEcnoA (Nor 9AOWWtg. ^ OOAIWC ON OUTSIDE SIRFILC ((SITE NOT KOUwCO) 10 PIOADE • fU1SI1 MDWFT91c STOP MoteADING By DOOR NSTALLFR (10 SUIT) SIPEACE. KIRZOMN.. MAABS 00 NOr FRM4FER CLAD. IO G ICI. G.LV. STEEL END IT" 24 YE11AW P.,[ JAYS ti r 2_ TROD( sse LASS OR n OPTIOM1 yam. 2O G cALV. STEEL NRR SIRE A i r-1 AIR _=--III Gam p MIlim 71='-'-- 111 " IMI 111 -=-I] 25 G MN, STEEL SM CDArED NM C-AO — GLV I,- BMED-ON PRIMER. AND A BAKED -ON POLYESTER COAT APPLIED TO BOM WOES OF STEP SIOI. SW LAP Alw1 3• FALL U-BAR 20 u CM . aEa MN. rEID STRENCM: 50 r Yi QD A -A (SIX 2 1 REVISIONS DATE: ECN NO. APPVO: 11/00 - MwW I on 20 G MITI. Do sRfS ATTACHED TO DOOR 5— WIM PATENTED TOC-L-EDc SYSTEM Crop. BOTTOM A COnER). E. 'r MOLDED MS" l 1/8 ACR LIM CM.V. SrC[L TRACK ERE pETAOUt EnAOETS FASTENED r0 WOOD OMB eJ/i PM tCAD SCf" RIM Ot1E-0/8" LAC S17EIr 10 SCREWS PER LITE) ] O.E ATAg15 ON II CENfORS (C-90 PER 1RAKK BRACKEY. BtjK]K) OR 2M• CCMFRS CLOT, PSI YN. OONCR1Lj OR 7/16' ID. ROUIID PU511N r I /.:i TAPCON SCREWS On IT-1/2' COFIOS (L000 fASTENEEE (OE PER ROVER) YEN z TRACK PSI MN. , .19QS NCIAED WIM le G CALM, STrI1 CORFIt HNC[ 12 G CILV. STEEL FOP ONTO VFFTIGL fRAL1K. ecru ANCIg16, I. 00, YN. WASIO1 RFO.RED 2• GLLV. STEEL rRIPx FASIpED 10 I• G GALV. STEEEl ROLLER f TO NRA. SIDES • ) ROLLER BRACKET. EACI ONE YW EATER ON NM FAPcoS. Af.C.ORS MAT BC CONTpiAWK II u GALV, STEEL IPAC( BItACIQIS. FASG' ro ENO STIi3 EACI ./(A) II.4 0. 9Q7 LCIIL BRACKET ARACED ./( A) NrCt. SRE EAOI SIDE OF 000R. (BUT NOT FCC MM) M PROVIDE A FW94 (RACK ARM]® TIT CACN BRACKET 11.5/e' TOOT METAL SCIE'WS MA Ilia/e' SICET MEIN. IAOIWONC SKNfACE NOMZOMAL AAIt85 00 Iqi WnN O.E 1/i a/e• Bar a NUT CA) 11."J/E" SELF TAPPNC SCRAP$ PER uo wRf.0 PRY,. RUN' JUt IDAD. OR TWO 1/4. OL ANCTS. OUTSIDE KEYED KVOIE ENO2" OM SIAORr STEM. 10 BALL STEEL ROLLER. IA Cw ML . STEEL FEM SALE MARK WESTERFIELD, PL EIO MWAC _ FA41 LASTILT TER PfIFPAR.iTIWVt or 3A.IK BT ORt76. CF[ITO11 [{ FLORIDA PL 14495 FASTENED 4) END SIRE NORM T:vtOUu P.E.123932 STILES SFcv METLOCK IA.S/ E NYOC KArNIE a (4) 1/i .3/A• SELF DUISKY Kmm 10[K Ew-A BAR TAPPNC SCREWS. 5[4Y' Arm o±_ImK;runTRACK ON HO 1 ME A Or ME RTNc STRUCTURAL Eipmoy DESIGN LOADS: +24.0 PSF & -24.5 PSF OUIYDE EACH SIDE S"ALL BE DE pepwvouR PR OF REOFESSIowcOF TEST LOADS: +36.0 PSF & -37.0 PSF 4xE OF DOOR. RECORD FOR DE BUI DIAc OR SIRUCrURC AND N ILCOROMKE 3" fAL1 . IO G CALv. SRFl U-BVtS END SLIDE B2Lr RAM CRRFM BAAXK CODES FOR THE LOADS LISTED 011 a.aK AwA4wO..z PART No - A 2- 1-2-I PAnEl01 Q.C. TWO U-BARS SfIIE WTO EFCAr[S MIS ORA—C. w O2nP=YL 011 aouO' SECTION, ONE U-BAR ON NEXT Nr0 rER1Y.AL SECT%N RC.). f.Aa u-BVt ATTACHED TRACK. ONE LOLG LNa... Stated Otn.W.h. 111 dYA A $Mle 1600 MM 1/ A'J/E SELF FAPPIMC SCREWS LOCK ON d 'Y ~' , . IDLTAL CWm nllOfi, OH 45202 PER sntUOCAOFlplSIDErfu1PATBUIDR.0 PROOUCR w. TOLERANCES •. 14, NP. I-513-381-000 0 Dan. . 0 f. 03 QY•-f1001001011L Fm W. 1-513-762-3519 K "E•) 1-M1 .n.A wP- Fw. M 00 !•015 DESCRIPTION: MODEL 6RST w4 16-0 . 8-0: 24 -24.5 OE51CN LOAD 13 G VLv. STEEL SOFFOM BRAC.KEI • q FA, A, M: .000 L: ool DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. ArTACAED .IM ( 2) ARID/e' YEET METAL SCREWS. ,,. ••W'i P,.,W,,,,, .DODO 1. 001 R A y' 2jo gre<s • i1/7 CHECKED 8Y: Mww GATE: 4/1e/00 SHEET 1 OF 1 SIZE lJ i InTMM II /` / rhrtd Mg1e Stat.4 OKn..`.:.. aMEN50115 ARE w ..0 ES. DWG. NO.: 102138 REV. NO. I 3 2 4UA c,.f' (). i..a.)I)r1 ,) l IN C y 4- MODEL' 6RST (25 GA STEEL SKIN) MODEL' 4RST (24 GA. STEEL SKIN) I) INTERMEDIATE STILE ATTACHED W/ TOG-L-LOG (TOP do BO AND URETFUWE ADHESIVE (ALONG CNTE i ` • I E LOCATION OF LA M OPTIONAL VENTS OPTIONAL OUTSIDE KEYED LOCK POSITION 1--- MAX. DOOR WIDTH 9'0" 1 I /14a5/8" SHEET METAL SCREWS 3 LISTED OPTIONAL OSO CLASS OR 1/ 8" ACRYLIC UTES AVAILABLE SEE sEcnoN B-B) 20 GA MIN. ND STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM A TOP. BOTTOM & CENTER). REPORT# 9606C 25 GA MIN. GALV.J STEEL SKIN COATED POSITION LOCKPOSITIONWITH A BAKED -ON PRIMER. BOTH AND A BAKED -ON POLYESTER TWO POINT LOCKING TOP COAT APPLIED TO BOTH 111 111 SIDES OF STEEL SKIN. ONE 3" TALL . 20 GA. U-BAR (50 KSI) PER DOOR SECTION. NO SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. ANSI 10 BDLr I OCK OPTION ONOTE I DOORS UP TO T-0" HIGH CONSIST OF ((1) SECTIONS ((SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (EIOF SHOWN). v 0I 1/4'a3/4' SELF TAPPING SCREWS. la cJL END HINGES 18 GA INTERMEDIATE HINGE NEW ' oYl . 2a6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB NTH ONE 5/16'.1-5/8' LAG SCREW PER TRACK BRACKET. 2" GALV. STEEL TRACK FASTENED TO 2 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4".5/8" BOLT h NUT OR TWO 1/4- OIA. RTVEIS. 2 1 1 REVISIONS REV. NO ZONE: DATE: ECN NO. APPVD: DESCRIPTION 1I A4 11/00 MWW I OTY (I) WAS (2) FOR TRACK BOLT 2- nQCK 3" TALL U-BAR 20 GA GAL-V. STEEL d . 3 I- 1- 7/8" HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) T 13 GA. GALV. STEEL FLAG BRACKET. 16 GA CALV. STEEL TOP EACH FASTENED TO WOOD JAMB WITH ROLLER BRACKET. EACH FF/1144Ld5/' 3) 5/16"a1-5/8" WOOD LAG SCREWS. BRACKET ATTACHED W/(3) SLEET METAL NOTE, DOUBLE TRACK 5E LOW HEADROOM IS LAP JOU(M TRACK CONFKAIRATION AVAIAS AN OPTION DOOR 14 GA. GALV. STEEL o HEIGHT 6 -6 Z" 70 END HINGE. FASTEKED TO ON 2" GALV. STEEL TRACK. 7 -0 76 Sf ES e./. 14d/•' MIN. TRACK THICKNESS: .060"SHT t ( 4) 1/4-.3/4- SELF V 8 -0 88 S. VPP111G SCREWS. W x TYP. 2- 1/2"zl2 CA CALV. STEEL TRACK BRACKET. 3' TALL . 20 GA CALV. i 4) TRACK BRACKETS PER SIDE. STEEL U$ AR ONE U-BAR Z PER f/ 1 U-BAR ARID® W rKiN Tro t/i J/4• s[Lf uPPv(G jZ 1/4-3/1 EDCATCH. aolHR TOP BRACKET STILE PER SLDOUBLEHORIZONTAL TRACK FRONT FRAME WTTH U.V. COAnNG ON OUTSIDE SURFACE DOUBLE TRACK IOW HEADROOM OPTION 13 f. L G% STFEi BODOM n VERTIC JAMB ATTACHMENT W 0 rTTAur' I._, I ` . Art''A% MTH TWO Y71/8§- 1/2" a3" LAG SCREWS ON 24 CENTERS. I O.D. MIN. /14d/e SMELT METAL SOEWS.__j.EEWASHER REQUIRED. LACSCREWSMAYBECOUNTERSUNKSBCLASS OR WINDOW LIFE AtVVYL ATHE STR ACRYLIC CITE BUT NOT REWIRED) TO PROVIDE A FLUSH MOUNTING a vo7YL REAnansrRP. SECTION B-B SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. SECTION A -A (SIDE VIEW) STOP MOULDING BY DOOR INSTALLER (7O SUIT) 20 GA. MIN. GAIN. STEEL END STILE 20 GA. CALV. STEEL INTER. STILE 18.3/ 4 PAN HEAD SCREW ((,, l END l RTK! i JAA78 ATTAC?+.MENT lG--^0 BLOCK OR (10 SCREWS PER LIFE)f" STILE T 000 PSI MIN CONCRETE COLUMN)' MOLDED INSIDE I J LITE RETAINER1NTE1a3/8-.4" SLEEVE ANCHORS ON 24 CENTERS (BOTH C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STW 1/4". 4" TAPCON SCREWS ON 24" CENTERS (2.000 ONTO VERTICAL TRACK. PSI MIN. CONCRETE). WASHERS INCLUDED WRTH SLEEVE ANCHORS. 1" O.D. MIN. WASHERS REQUIRED ONE SNAP LATCH ON EACH SIDE OF DOOR. WITH fAACONS. ANCHORS MAY BE COUNTERSUNK BUT NOT REWIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL IAMBS DO NOT INTER. STILE OUTSIDE OUTSIDE TRANSFER LOAD. OUTSIDE KEYED -Jj 18 GA. CALV. CENTER FASTENED TOINTER.STEEL SnLESWJ 1(4)F 1144/8' SHEET METAL SCRCWV- 14 CA CALV. STEEL ROLLER HINGES FASTENED TO ENO STILES EACH W/(4) t414a5/8" SHEET META. SCREWS AND 1/4 . 3/1 SELF TAPPING SCREWS PER END HINGE. L-2" DIA. SHORT STEM. 10 BALL STEEL ROLLER JAMB CONFIGURATION SECnou c- NOIE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENIS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL. OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD. P.E. WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. 148495 i THIS DRAWING. NORTH CAROLINA P.E. 123832 4 3 LOCK BAR ENGAGES N TRACK ON EACH SIDE OF DOOR. HANDLE 1t ENO V STILE OUTSIDE KEYED IOCK I OCK BAR LOCKING INSIDE HANDLE DESIGN LOADS: + 25.0 P.S.F. h -32.0 P.S.F. OUMDE KEYED LOCK TEST LOADS: +37.5 P.S.F. h -48.0 P.S.F. SNAP LATCH LOCK OPDON ooa w. cs .c fLs] C i' PART NO.: - A rorrc U. 4.,. s—d Ci -t A 5 la 202 45202 IDEALTOLERANCESs03L Idllm11h' 3- id 11u1-sls-sal-4900 pouom.rt Fm Ih 1-513-762-3519 DESCRIPTION: MODEL 6RST W4 9-0 z 8-0: +25/-32 DESIGN LOAD 0 00 1. 015 00000Oo _ _ 00i DRAWN DY: 8MM DATE: 4/18/0o SCALE: TITS pwC. B CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE Deg1-1LI/2' TN,d Angle Proje t;- -- DWG. NO.: 102137 REV. No. I U.J<„ s. OLner.u OmO,yONS ARE W WOES. 2 ORANGE' cau "fly -R]U)l'Nc] DIV. PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 51, BAKERS CROSSING PHASE I, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA I ri I CENTERLINE OF RIGHT OF WAY LOT 51 CONTAINS 6517 SOUARE FEET t THIS STRUCTURE CONTAINS 2190 SOUARE FEET t TOTAL CONCRETE 559 SO. FT. i TOTAL SOD 3768 50. FT. t FLOOR SLAB ELEVATION MUST BE 16" ABOVE CROWN OF ADJACENT ROAD UNLESS OTHERWISE APPROVED 1" = 30' GRAPHIC SCALE 0 15 30 LOT 50 I I 1 o ' n o ' m 5 U N0' o I 6 w 25.00 S89'27'49"E -0 110.26' J N 89'17'34" W JQ I o, J,'..°. . 1i1:`•:.:.:: , -. ':' ;` n A/ C 5' DRAINAGE EASEMENT >_______ LLJI l In II Aas O p a^ NO QZnPROPOSED lzO pTt. S. 5j O Om749p F1INISHED FLOOR O V) O Lli C1T s A ELEVATION-29.6 I T ; o I Igo 9. 0' m ii NCO o I Z N J U 46. 7 i' L 26.0' .... , O O----------- ' 1 10' UTILITY EASEMENT N 89'35' 18" W 85. 44' >> L^ 01 45 JO R> 10000, S 89'35'18" E 56.21' C B3?. Sao-'O.0 38 "E ADDRESS: 251 CLYDESDALE CIRCLE MINIMUM LOT WIDTH FRONT: 25' O A=90*17'44" REAR: 20' R=25.00' SIDE: 5' CORNER: 15' L= 39.40' CB=N44' 26'26"W PREPARED FOR: C=35. 45' 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 PURPOSE ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 51 BEING N 89'27'49" W PER PLAT, FIELD DATE:) REVISED: SCALE: 1 = 30 FEET FRIESAN WAY CENTERLINE OF TRACT A RIGHT OF WAY 50' RIGHT OF WAY LEGEND BUILDING SETBACK LINE POD POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE lX PROPOSED ELEVATION OR PD OFFICIAL RECORD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C. B. DENOI ES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION LS LANDSURVEYORPRCDENOTESPOINTOFREVERSECURVATUREPRPERMANENT REFERENCE MONUMENT PI DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED COW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD SO. FT. SOUARE FEET NG NATURAL GRADE 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, APPROVED BY: GKB AMERICAN SURVEYING & MAPPING nSM32976 CERTIFICATION OF AUTHORIZATION NUMBER LBM6393 JOB N0. PLOT PLAN 11-22-02 JML 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA DRAWN BY: LOT FIT 5-2-01 JML 32801- (407) 426-7979 TH FOR E FIR CALENK. 8 LL PSM //4 4 DATE Idf 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 :DR1749A Builder :MASTERPIECE HOMES Location :BAKERS CROSSING County :SEMINOLE 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 of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1749A Trusses included=18 0,"\DR1749A\a.tre" 14277162 1,"\DR 1749A\a 11.tre" 1 4277163 2,"\DR1749A\a13.tre" 14277164 3,"\DR1749A\a15.tre" 14277165 4,"\DR1749A\a17.tre" 14277166 5,"\DR1749A\a19.tre" 14277167 6,"\DR1749A\a7.tre" 14277168 7,"\DR1749A\a9.tre" 14277169 8,"\DR1749A\agab.tre" 14277170 9,"\DR1749A\c.tre" 14277171 10,"\DR1749A\cgab.tre" 14277172 11,"1DR1749A\d.tre" 14277173 12,"\DR1749A\dgab.tre" 14277174 13,"\DR1749A\ Are" 1 4277175 14,"\DR1749A\kAre" 14277176 15,"\DR1749AU.tre" 14277177 16,"\DR1749A\mAre" 14277178 17,"\DR1749A\s.tre" 14277179 NO. 45161 Ar ' 4CY 0 : STATE OF ,.04A December 19, 2002 A WARMNG - VerW design pasamtten and READ NUMB ON TRIS AND REVERS& SIDE 88"RE use. Design valid for use only with Mrtek connectors, This design It based only upon parameters shown, and b for on IrdMduol binding component to be Installed and boded vertioaly. Applicability of design parameters and proper Ircaporatbn of component If iesponsbmty of building designer - not truss designer. Bracing shown b tot lateral support of Individual web members only. Additional temporary brocing to Insure stability during construction It, the responsl;Z of the etectot. Additional permanent brbc4q of the overall structure Is the responsmYty of the building designer. For general guidance regarding lobticatbn, qually control, stoic*&. CeNery, erection and bloclrp, consull OST-68 Quality Standard, DSt-SC Iracbq SprscMcatbn, and HII.OI M iTek® Nandling traW tanqand Iracln* Recommendallon avolable from truce fate Wo istitute. 583 D'Onotib Dthe, odbon, W1537119. 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 Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each c2 73 other. oNWEBX JS cr 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 I/a" from outside edge of o_ a ° at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP 4 length(* 6" from ca C, cb at panel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail 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, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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 M iTek®' engineer. 15. Care should be exercised In handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 HMRO,AIR® Job Truss Truss Type City Ply HORTON 14277162 DR1749A A ROOF TRUSS 18 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page 1 1 0 Q 7-0-9 , 13-5.4 19-10-0 26-2-12 32-7-7 39-8-0 4D B p 1-0-0 7-0-9 6-4-12 6-4-12 B-4-12 84-12 7-0.9 1-0-0 scare - 1:67.2 s,e = s 5,00u 30 1 3,01 e 4 8 SA-- 54 a 3 7 9r Id 34 = u u tt 11 ro 3,e = 3M= 316= 3,5= 34= k4= 10-2-14 19-10-0 2952 39-M 10-2-14 9-7-2 9.7-2 10-2-14 Plate Offsets Y : 2:0-4-2 0-1.8 3:0.3-00-M :0-3-00-3-08:0.4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl 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 BCLL 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 Udefl = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-13 oc puffins. BOT CHORD 2 X 4 SYP No.213 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=1938/0.8.0, 8=1938/0-M 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, 2-3=-3878, 3-4=-3318, 4.5=-2334, 5-0=-2334, 8-7=3318, 7-8=3877, 8-9=14 BOT CHORD 2-14=3382, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3382 WEBS 3- 14=-408, 4-14=538, 4-12--355, 5-12=1322, 8-12=$55, 8-10=538, 7-10=-408 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=S.Opsf, occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 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. b 4) Truss Engineer. Junaidie Budiman, PE#45181. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `9 [ 4/ e..... LOAD CASE( S) Standard Q F %Q No. 45161 Y o STATE of ,r ass` o R o,?'+' aNAL AWARMG - verft design pasesneten. and X&M NOMS ON MS MTV =VER= SWE BAMM V=- 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 boded vertically. Applicability of design parameters and proper krcorpotatlon of component Is responslbStty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. AddBbnal temporary bracing to Inswe stability during construction Is the iesponslbi0ty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, dell"ry, erection and bracing, consu8 GST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Broclrq RecommendationR available fromTrussateInstitute, 583 D'Onohb Drive, Madison, WI53710. M iTe k® Symbols PLATE LOCATION AND ORIENTATION 44 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q O For 4 x 2 orientation, locate plates/8" from outside edge of otrussandverticalweb. 0 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 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 oeoo 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! WWI FORM018.019 e:s6k'o ffMR0,4/R 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 at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 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. i Job Truss Truss Type Oty Ply HORTON 14277163 DR1749A All ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:56:20 2002 Page 1 5.9-14 11-0-0 16-10-11 22-9-5 2841-0 33.10-2 39-8-0 40 8 011-0-p 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 scar•-1:68.1 4 5 e 7 5.00 12 2.4 N b,4 3 5 1 2 0 1 d d yyd1E-1ZEZ 3, = 10 15 14 13 12 11 3)s = 3.4 = 3A = 3) = 3.4 = 3A = 3.4 = 8-3-14 16-10-11 22-9-5 31-4-2 3941-0 8314 8$13 5.10-11 6-6-13 6-3-14 Plate Offsets v : 2:0-4-2 0-1 4:0s-o 0-2-4 6:0-3-0 0-s-0:0-a-0 0-2-49:0-4-2 0-1-8 LOADING ( psf) 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(fL) -0.60 14-16 >783 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.17 9 rda 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 2-7-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2X4SYP No.3 REACTIONS (lb/ size) 2=1936/0-8-0, 9=1936/0-8-0 Max Harz 2=-134(load case 5) Max Uplift2=- 954(load case 2), 9=-954(load case 3) FORCES pb) - First Load Case Only TOP CHORD 1-2=14, 23=3797, 3-4=3521, 45=5773, 5-6=3773, 6-7=-0767, 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=S.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 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. p E 8 O 5) TrussEngineer. Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. •..•.••.., J- LOAD CASE(S) Standard •'G`Q Y. t Nil. 45161 i Y 0 ; STATE 0 R IOpas ANAL QwARmc; - verW design yummistem and READ Noma ON' AND REVERSE SWE BE"Rt3 USE. Design valid lot use only with Milek connectots. this design b based only upon parameters shown• and Is fa an individual building component to be installed and boded vertically. Applicability of design parameters and proper Incolpoiatbn of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the ereetot. Additional permanent bdsct ng of the oveial structure Is the responsibility of the building designer. For general guidance tegaiding fabrication, qually controt storage, delivery, erection and bracing, consuit CST-88 Quality Standard, DSS-89 Srocing Specitbatlom and MIS-91 Handllrq Installlna and BrochM Recommendatlon avaYfrb able from TrussPlatetratitute, 583 D'OnoDrive, Modison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ o 0 For 4 x 2 orientation, locate 3: plates IA" from outside edge of otrussandverticalweb. 0 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 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 oeo" 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®- FORM016,019 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. TM PANEL CLI P 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 14277164 DR1749A A13 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 1 i1 0 p 6-9-14 13-0411 174;-11 22-1-6 26-" 32-10-2 39-8-0 40 8-0 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 Scab • 1:0E.1 5®= 3.4 = 3x4 = 54 _ 4 5 8 7 500 12 30 G 3.4 3 5 d 2 9 1 d 1 y_y nf US = 15 14 13 12 11 US 2.411 5 8 = 30 = 54 = 20 II 6.9-14 13-0-0 1 19-10-0 2641-0 32-10-2 3948-0 1 6.9-14 6-2-2 6-10-0 6-10-0 6-2-2 6.9.14 Plate Offsets MY): 2:0-4-2 0-1-8 4:05-0 0-2-4:0-3-00-z-4 9:0-4-z 0-1-8 12:0-2-12 0-3-0 14:0-2-12 0-M LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Vdefi PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) 0.32 13 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.51 13-14 >923 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.18 9 n/a BCDL ' 10.0 Code FBC2001 1st LC LL Min Well = 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=1936/041-0, 9=1936/0-8-0 Max Harz 2=-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, 2.3=-0771, 3-4=3114, 45=-2874, 5.6=-3237, 6-7=-2874, 7-8=-0114, 8-9=-0771, 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=-634, 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; parbally,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 925 lb uplift at joint 2 and 925 lb uplift at joint pp 9. ` 9 IS .. 5) Truss Engineer. Junaidie Budiman, PE045181. Address: 18472 Segovia Cir. N., Pembroke Pines, FL 33331. ••........ ,•• l, 4r• ty'Q A - LOAD CASE(S) Standard • k : P10. 45161 ; ,k 0' s -TATE OF 0 R 1ID.**' A WARNING - Ver jay design parameters and READ NOTES ON TBWS AND RE VERSE SIDE BEFORE V=- Design valid for use only wnh 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 parameten and proper Incotpaatlon of component is tesponsm@ty of building designer - not truss designer. Bracing shown is lot lateral support of Individual web member only. Additional temporary brachia to Insure stability durIng construction is the tesponslbiBly of the erector. Additional permanent bibcing of the overall structure is the responsiblitty of the building designer. For general guidance tegatding tabrlcallon, quality control storage, delivery, election and biocing, consult OST-88 Oua1Ry Standard, 031-89 Braeft Spectfleatlon, and HIB-91 M iTek0 HandlingIndollnpandBrocingRecommendationava0mablefroTrussPlateInstitute, 583 D'Onof to Drlve. Madison. WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1 1 J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c 2. Cut members to bear tightly against each other. For a:3. WEBS JS Place plates on each face of truss at each 4 x 2 orientation, locate Qjoint o and embed fully. Avoid knots and wane at joint locations. plates from outside edge of a truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from ca , panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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. FA RTH 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 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, mi! MiTeke. FORM01 B4O1 V e: dL.® HMRO, A/R 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. Job Truss Truss Type Oty Ply HORTON 14277165 DR1749A A15 ROOF TRUSS 1 1 optional) ACCU-SPAN-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 2441-0 31-10-2 39-8-0 40 8-0 1-0-0 7-9-14 7-2-2 4.10-0 4-10-0 7-2-2 7-9-14 1-" Scab • 1:68.1 5>8 = 5.00 ri2 3.4— 5'— 4 s e 3 r 2 e 01ddjyd1 3A = 13 12 11 10 US 2.411 54 = SSA = 2x1 II 7-9-14 15-0-0 2441-0 31-10-2 39-8.0 7-9-14 7-2-2 9-8-0 7-2-2 7-9-14 Plate Offsets MY): 2:0-4-2 0-1-8 3:03-0034 4:030 0-2-46:03-0 0-2-4:0.30 0.3-4 8:0-4-2 0-1-0 11:0-" 03-012:0-4 0 0.3.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 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 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 Na BCDL •10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 197lb 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 BOT CHORD Rigid ceiling directly applied or 4-113 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/0-8-0, 8=1936/0-" 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, 43=-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 11; exposure B; partialVMWFRS 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 lb uplift at joint 2 and 953 lb uplift at joint `91 13b UQ, 8. Q....... 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .•` ( /Q , LOAD CASE(S) Standard t No. 45161 , k 0 STATE OF .• ' w t<`•' O R 10• ss dNl 1. AWARM0 - Ver(& design pasansrtera and READ NOTES ON TES AND RE VERSE SIDE BEFORE USE. Design valid tot use only with Mftek connectors. This design b based only upon parameters drown, and Is for an Individual building component to be Installed and loaded vertloatly. AppUCabillfy of design parameters and proper Incorporation of component Is responsdbWty of bupoing designer - not truss designer. Bracing shown b tot lateral support of Individual web members only. Additional temporary bracing to Insure stablRty during construction Is the tesponslbRlty of the erector. Addltbnal permanent brbcing of the overall structure Is the responslbRBy of the building designer. For general guidance regarding fabrication, quailly conho6 storage, de0very, erection and bracing, consult OST-88 Quality Standard, OSI.89 Bracing Spectncatlon, and HIS-91 M iTek® Handling Installing andBrocingRecommendationavailablefromTrussPlateInstitute, 593 D'Onohlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 *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 each u other. o 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 from outside edge ofplattruss U o_ d ' at joint locations. truss and vertical web. a d a 4. Unless otherwise noted, locate chordsplices o at I /4 panel length(* 6" from adjacent joint.) carBOTTOM CHORDS This symbol indicates the 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 MlTek/ Gang-Nall Jolnt/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 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 M iTek®, engineer. 15. Care should be exercised In handling, TM PANEL erection and Installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018, 019 HYDRD,AIR® I' Job Truss Truss Type Clty Ply HORTON 14277166 DR1749A A17 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 i1-0-p 6-1-3 11-6-10 17-0-0 2248-0 28-1-6 33-6-13 39-8.0 40 8 0 1.0-0 6-1-3 5-5-6 5-5-6 5-8-0 5-5-6 5-5-6 6-1-3 1.0-0 Scale • 148.1 5 8 3.4 4 3.4 71 S.00 12 Q 3 8 2 B yy 34 18 15 14 13 12 11 3A= U4 = to = US = 3.4 = bA = 3.4 = 8-9-14 17-0.0 2241-0 30-10-2 39-1-0 8-9-14 B-2-2 5-8.0 B-2-2 8-9-14 Plate Offsets X Y : 2:0-4-2 0-1-0 3:03-0030 5:0-M 0-246:05-12 0-2-8 8:03-0 03-09:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.51 11-13 >924 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.16 9 n/a BCDL *10.0 Code FBC2001 1st 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 puffins. 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=193610-8-0 Max Horz2=-194( load case 5) Max Upfift2=-978( load case 4), 9=-978(load rase 5) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 23=3768, 3-4=3474, 4-5=-2650, 5-6=-2457, 6-7=-2650, 73=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 five 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 978 lb uplift at joint 2 and 978 lb uplift at joint 9b n 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. •••••. [.l c. • '4 LOAD CASE( S) Standard . •t,y. '•' No. 45161 AC STATE OF rd A WARMWG - verM dorrign pai a+nsten and Rana NOMS ON TM AND JWVERW sma BZMRB use. Design valid lot use only with Welt connectors. This design is based only upon parameters shown, and is fa an Individual but1di ng component to be Installed and boded vettically. Applicability of design parameters and proper Incotporatbn of component is iesponslblBty of buDdIng designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblilty of the erector. Additional permanent Wbckq of the overall structure is the iesponslbOy of the building designer. For general guidance regoiding fabrication, quaDty control, storage, delivery, erection and bracing, consutl CST-6a Quality Standard, OSS-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and BracingRecommendatlonavailablefromTrussPlatetnstBbute, 583 D'OnotrDrive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/81, J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q O joint and embed fully. Avoid knots and wane at joint locations. plates I/8" from outside edge of a y truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(' 6" from uc,J C6 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/ Gang-Nall Joint/Plate Placement Chart. FA RTH 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 1 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! Mffek® tea® 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. FORM018. 019 HMRO,A/R i Job Truss Truss Type City Ply HORTON 14277167 DR1749A A19 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek 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 i 32-10-13 i 39-8-0 40 8 p11-0-p 1-" 6-9-3 6-1.6 6-1-6 141-0 6-1-6 6-1-6 6-9-3 1-0-0 Scab - 1:68.1 Se= se= 5 e 5.0a F,2 anti W 4 5A 4 5W 3 B 1 2 B Qyy_ 1 Jd US = 15 15 14 13 12 11 34 _ W= 34= 3a4= 3.4= be= 54= r 9-9-14 19-0-0 20-8-0 29-10-2 , 39-" 9-9-14 9-2-2 141-0 9-2-2 9-9-14 Plate Offsets MY): : 2:0-4-2 0-1-8 3:03-003-05:03-00-2-46:030 0-2-48:0-M 03-09:0.42 0-1-8 11:03-003-0 LOADING (psf) SPACING 2-" CSI DEFL in ( loc) Udefl PLATES GRIP TCLL 30.0 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 Udefl = 360 Weight: 202lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 2D TOP CHORD Sheathed or 2-115 oc purtins. BOT CHORD 2 X 4 SYP No. 2D BOT CHORD Rigid ceiling direly applied or 4-7-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (Ib/size) 2=1936/0-8- 0, 9=1936/041-0 Max Harz 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 op joint 9. `9 iF- 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.r- LOAD CASE(S) Standard fy •.' No.45161 O '• STATE OF ty cuss, o a io,* ANAL AWARMG - v rM design paramstemand RSAD NOMS ON' 'AND REVZIM SWIG BAMRS U10. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component b respomlblilty of buitding designer - not truss designer. Bracing shown is for lateral support of Individual web members ony. Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent btlecing of the overall structure is the responsibility of the bulWing designer. For general guidance regarding fabrication, quality control. stotoge, delivery, etection and bracing, consuit QST-88 Quality Standard, DSB-89 Bracing Specification, and RIB-91 Handling Installing and Bracing Recommendation ovaiable from Truss Plate Institute, 583 D'Onoelo Drlve, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property VA *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C: other. O WEBS . J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate O ;, , QI joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ° X at joint locations. truss and vertical web. o a o 4. UnIIess otherwise noted, locate chord splices at /4 length(+ 6" from ca C, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 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 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 M iTek® engineer. 15. Care should be exercised In handling, TM PA erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP PFORM018. 019 NMRO,AFR® 1 Job Truss Truss Type Qty Ply HORTON 14277168 DR1749A A7 ROOFTRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 1 3-9-14 7.0.0 10-4-0 18 8-0 23.0-0 29-4-0 32-8-0 35-10-2 , 3941-0 4l> 8 p 1-0.0 3-9-14 3-2-2 3-4-0 8 d-0 6-4-0 6-" 3-4-0 3-2-2 3-9-14 1.0-0 Scale • 1:58.1 eA= yA= exlo = 7xe = exe = 415 = 5,00 F12 4 5 e 7 e e 2X4 20 a 10 2 11 1 dd1d 44 = 20 19 15 17 15 15 14 13 48 = 4,A = 7xe = 4x8 = ax14 = 4,5 = US = 41A = 4,A = 7 0 0i 10-4-0 16-8-0 23-0-0 29-4-0 3241-0 39-8-0 7-0.0 3-4-0 6-4-0 6-4-0 6-4-0 3-4-0 7-0-0 Plate Offsets MY): 4:0-2-12 0-M 6:04-0 04-89:0-2-00.3-4 19:04-0 054 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.44 16 >794 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.54 14-16 >640 BCLL 0. 0 Rep Stress Incr NO WB 0.98 Horz(rL) 0.07 11 n/a BCDL '10. 0 Code FBC2001 1st LC LL Min I/defl = 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 pts 5-17 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=5682/0-8-0, 11=2386/0-" Max Horz 2=-95(load case 5) Max Uplift2=- 706(load case 7), 19=3785(load case 2). 11 =-1 452(load case 3) Max Grav2= 225(load case 3), 19=5682(load case 1), 11=2395(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 23=1663, 3-4=2040, 45=4301, 5-6=-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. l r 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category Ill; exposure B; partially,MWFRS gable 9iF 13 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. V .• /Q w.• A 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2, 3785 lb uplift at joint 19 •'GL • j/ 9 and1452 lb uplift at joint 11. 5) Girder carries hip end with 7-M end setback * * 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 435.51b up at 32-". and 603.21b down No. 4.5161 and 435. 5Ib up at 7-M on bottom chord. Design for unspecified connection(s) is delegated to the building designer. . 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. O ?'ATE LOAD CASE( S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=l 33- A••` R 10*• Uniform Loads ( plf) (el"L Vert: 1474.0, 4 9 154.2, 9 12 74.0, 2 20 20.0, 13 20 41.7, 11 13- 20.0 L Concentrated Loads ( lb) Vert: 20= 603.2 13=503.2 WARMING - Vsrljfjy design pafcmrtem and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown• and Is tot on individual building component to be Installed and looded vertically. Applicability of design parameters and proper inmporatbn of component b iesponsbility of buldhg designer - not truss designer. Bracing shown b lot lateral support of Individual web members only. Additional temporary bracing to Insure stability durhg construction b the responslbWly of the erector. Additional permanent bfbchg of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication. quality conhd, storage, delivery, election and txoctng, consult OST-68 Quality Standard. DSO-89 tracing Specification, and HIB-91 Handling IrWallInq and tracing RecommmWallon avalb abfrom TrussPlate hslltute, $83 D'Onb ohDrive, Madison, W153719. M iTek® 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 Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. yB J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c other. J5oWEBSa:3. Place plates on each face of truss at eacha4:*For 4 x 2 orientation, locate O , QU " ; '' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" fromatpanel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MtTek/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 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 engineer. MiTeke 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 GANG-NAAL. ® NMRO,A/R® I 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 30-8-0 34-10-2 39-8-0 40 6-011-0-0 140-0 4-9-14 4-2-2 7-2-11 7-2-11 7-2.11 4-2-2 4-9-14 1-0-0 stela • 1:6e.1 sxe = sxs = > _ 5A = s e 5.00 12 2x4 \\ 2.4 3 8 i 2 3,e = 17 18 is 14 13 12 11 3x8 = 3x4 = 74 = 3x8 = 30 = 3A = 7x8 = 3x1 = 5-5-14 10-4-0 19-10-0 29.4-0 34-2-2 39-8-0 5-5-14 4-10.2 9-64) 9-6-0 r 4-10-2 5-5-14 Plate Offsets MY): 4:0.3-0 0-2-4 5:03-003-0:03-00-2-3 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.13 12 >999 MII20 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.63 Vert(TL) -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: 190lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-5 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 53-11 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=-037(load case 3) Max Grav2= 87(load case 6), 16=2578(load case 1), 9=1289(load case 7) FORCES (Ib) - 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=-058, 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 II; exposure B; partially,MW FRS 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. 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 DD 16 ` 9 iF- 13 and 637 lb uplift at joint 9. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. 1 %Q `•. LOAD CASE( S) Standard No. 4. 5161 0 STATE OF t V OJUAL AwA mva - Ver•W design pamnset m and READ Name om rws mm RavzR8E amz Bzmxa um. Design va8d for use only with Mlfek connector. This design is based only upon parameters shown, and is far an Indlvldual building component to be installed and loaded vertically. Appllcablitty of design parameters and proper Incorporation of component is tesponslblilty of building designer - not truss deslgnet. Bracing shown is lot lateral support of IndNldual web members only. Additional temporary bracing to Insure stability during construction is the iespondbillty of the efectot. Addlllonal permanent brbclrg of the overall structure is the iesponslblitty of the building deslpnet. For general guidance regarding fobrlootlon, quality control storage, delivery, erection and bracing, consulf OST-88 Quality Standard, OSS-ev Bracing Spectfloation, and NIB-91 MiTek® Handling InstallingandBracingRecommendationavailablefromTrussPlateinstitute, 583 D'Onofflo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 /4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ cc 0 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-NallJolnt/Plate Placement Chart. FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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® L`0 FORM016,019 HYDRO,AZR0 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 14277170 DR1749A AGAB ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 1 0 p 7-0-9 13-5-4 19-10-0 26-2-12 32-7-7 39-8-0 40$p 1-0-0 7.0-9 6-4-12 6-4-12 6-4-12 6.4-12 7-0-9 1-0-0 scab • 1:67.2 5 5.o0 12 3z4 i 3x4 4 5 54 4 3 7 2 9 9191 3.9 = 14 13 12 11 10 US _ 3A= 3A= 34= IS 3.4= 10-2-14 19-10-0 29-5-2 3s 6 0 10-2-14 9-7-2 9-7-2 10.2-14 Plate Offsets (X Y): [2:0.4-2,0-1-8], [3:0-0-0,03-0], [7:0-3-0,03-0], [8:0.4-2,0-1-0], [35:0-",0-0-0], [35:0-".0-0-0], [36:0-0-0,040-0], [37:0-0-0,0-"], [38:0-",0-0-0], 138:0-" 0-"], [39:0-0-0.0-0-0]. [40:0-".0-0-0], [41:0-M,0-0-0], [42:04)-0,0-0-0], [43:04)-0.04)-0], [43:0-0-0,0-"], [44:0-0-0,0-0-0], [45:04)-0,D-0-0], [46:0-0-0,0-0-0], 47:0-0-00-" 48:0-M 0-0-0 48:0-0-00-0-0 49:0-M O- 0 50:0-M 0-0-051:0-M 0-0-052:0- 0 0-0-053:0-0-00-0-054:0-" 0-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well PLATESGRIP TCLL 30.0 Plates Increase 1.33 TC 0.81 Vert(LL) 0.28 12 >999 MII20 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 LL Min Vdefl = 360 Weight: 292 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 2D TOP CHORD Sheathed or 2-7-0 oc purtins. 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 Harz2=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, 4-5=-2334, 5-0=-2334, 6-7=3316, 73=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 (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 11; exposure B; par ially,MWFRS gable bb end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. ` IS 13 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" lF/C• 1 Q 4• " v y` j•. 4) All plates are 2x4M1120 unlessotherwiseindicated. ; v 5) Gable studs spaced at 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. • No. 45161 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. . Y LOAD CASE(S) Standard 0 STATE OF 4600 R I'D'S ANAL AWARNWO - Ver{ fjfdesignpanumtenand RaAD ATOTRS ON TMS AND Rat/ER= SMS BLPORa UM. Design valid lot use only with Mlfek connectors. this design k based only upon parameters shown• and Is fa on Individual building component to be tnslolled and boded vertically. Applicability of design 13otcmeten and proper Incotporatbn of component Is tesponslbOtty of building designer - not truss designet. Btacing shown Is lot latetal support of Individual web members only. Additional temporary btaclrlg to Insure dabMty during construction Is the responslblgly of the etectar. Additional petmanent Wbdng of the overall shuclure It the responslblilty of the building designer. For general guidance tegording fabrkatlon, quouty control storage, delivery, erection and bractng, consult 087-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 MiTek® Handling hfrom buts and Bracing Recommendation availablefrobutsMateInstitute. 593D'Onohb Drive, Madison, WI5371 V. 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. All 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. H 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 MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! WWI fie® 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 at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL 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 comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 #fMR0.A1R 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 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 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 • 1:3313 4,11 5.00 12 2.4 2.4 3 5 e 2 j 7 3z4 = 5a = 3.4 = 9-10-0 19-3-0 9-10-0 9-5-0 Plate Offsets MY): :0--0 0-3-0 LOADING (psi) 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 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(fL) 0.03 6 n/a BCDL '10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-1-10 oc puffins. 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=883/0-0-0, 2=986/0-8-0 Max Harz 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=-083, 4-7=483, 5-7=540 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 If; 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 438 lb uplift at joint 6 and 537 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 18472 Segovia Cir. N., Pembroke Pines, FL 33331. `9 it B LOAD CASE(S) Standard .G` l 1 C,4T`7y P10. 45161 i0hSTATEOF 4J O OVAL AWARNINO - Vtr{ fy &sign parasnrrtom and RaAD NOTES ON 7MS AND =VERSd SIDE BEFORE UM. --® Design valid tot use only with Miles connectos. This design is based only upon parameters shown, and is for on individual bu0dhg component to be Installed and loaded verticotly. AppBcabMy of design parameters and pfopet h=poatlon of component is responsibility of bu0ding designer - not puss designer. Btacing shown is lot lateral support of Individual web members only. Addtlbnal tempaary bfacing to Insufe stability during construction is the tesponslbillty of the eiecto. Additional permanent brbcing of the ovefa0 shuctuie is the fesponslbBlty of the bulidtng designer. For general guidance tegarding tobrlcation, Quarry control stooge, delvery, efection and btacing, co cull CST-811 Quality Standard. DSI.59 Bracing Specification. and 11I9-91 Handling Installing dPl andBracingRecommendationovallablefromTrussate institute, 593 D'Onohb DrNe, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS u c JS ccWEBS 0 0 U O O V U 0 a ce c7 cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 0$ 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. MiTeke PANEL TM CLIP FORM016,019 MMRO,AZR® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead 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 Oty Ply HORTON 14277172 DR1749A CGAB ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:26 2002 Page 1 1-D-0 5-2-14 9.10-0 14-5-2 19-8.0 2041-0 1-0-0 5-2-14 4-7-2 4-7-2 5-2-14 1-04) 5ca%- 1:35.1 44 = 4 2..4 I I 2.4 I I 5.Oo 12 2.4 2x4 i 214 II 3 5 2x4 II II II o o 2 II I I s Cl jy2 ` d 20 II 2.411 2x4 II rr 2.411 2.411 2x4 II 3x4 = 5 8 = 3.4 = r 9.10-0 r 19-" 9-10-0 9.10-0 Plate Offsets MY): 8:04-003-016:0-0-00- 0 17:0-0-00-" 18:0-" O-M 19:0-0-00- 0 20:0- 0 0-0-021:0-0-00-0-0 22:0-" 0-0-0 LOADING (psf) SPACING 2-" CSI DEFL in ( loc) Vdefl PLATES GRIP TCLL 30.0 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(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.04 6 n/a BCDL '10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 2D TOP CHORD Sheathed or 5-0-10 oc purlins. 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 (lb/size) 2=996/0-8- 0, 6=996/0-8-0 Max Horz2=122(load case 4) 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, 5-6=-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,MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable p End Detail' 4) Gable studs spaced at 2-0- 0 oc. ••..-•••..,• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 2 and 541 lb uplift at joint .•`Q l w•. 6. 6) Truss Engineer. Junaidie Budiman, PEft45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard t ' P10. 4• 5161 11. d riATE OF •r 06.4 6 o1o,**'' ANAL A WARKI O - VerW design parameters and Hann Maras ON nW MM MVERSE sma DAMRa USE. ® Design valid for use only with MRek connectors. This design is based only upon parameters dawn, and is for an trWlvldual building component to be Insto%d and loaded vertically. ApplicabBty of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the iesponslbl5fy of the erector. Additional permanent bracing of the overall structure Is the responsibility of the buDdIng designer. For general guidance regarding fabrloatlon. quality control, storage, delivery, election and bracing, consult 037.88 cuauty Standard. Dst-e9 Bracing spectficatlon. and HIS-91 Handling installing and 1rocing Recommondatlon available from Truss Plate institute. 563 D'Onofrlo Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ T For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS u c3 0 VKEBS JS cco_ o u k' ; ; cc a U = O a ca cr u 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 MtTek/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® PANEL TM CLIP FORM018,019 MANo-NAIL HMRO,AfR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. t Job Truss Truss Type Qty Py HORTON 14277173 DR1749A D ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:27 2002 Page 1 1-0-0 5-2-0 104-0 t1 4 0 1-0-0 5-2-0 5-2-0 1-0-0 Scale 1:20.1 4A _ 3 INSTALLATION'CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5.00 12 4 2 j 5 1 I e 4 II 3x4 5-2-0 941-0 10-4-0 5-2-0 448-0 0-" Plate Offsets Y : 4:0-1-14 0-0-2 4:0-0-4 Ed e LOADING (psf) SPACING 2-" CSI DEFL in (lac) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.01 6 >999 M1120 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 Vdefl = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc puriins. 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=561/03-0, 4=561/03-0 Max Horz 2=-75(load case 5) Max Uplift2=318(load case 4), 4=318(lead case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=-596, 3-4=596, 45=14 BOT CHORD 2-0=547, 4-6=547 WEBS 3-0=101 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=1811; 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. D 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 2 and 318 lb uplift at joint `9t 13 4. ......... 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. .• Q (F /C •., 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. •'y• !•. LOADCASE(S) Standard * 4 5No. 161 O• fSTATEOF `V ss/ OR JUAL AWAMMNO - verW design pasasnsten and MLW MOMS ON IZU13 AND MYERSE Sma 9EMM USE. Design valid tot use only with MITek connectors. This design is based only upon parameters dawn, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and propel Incorpotatbn of component is responsibility of building designer - not truss designet. Bracing shown is tot bteral support of Individual web members only. Additional temporary bracing to Insure stability during condructbn is the tesponslblIlty of the etectot. Additional permanent brbcing of the overall structure is the responslbSBy of the building designer. For general guidance tegatding tabrbatbn, quality eonhol, staage, delivery, election and broctng, consult QST-W Quality Standard, DSS-89 Bracing Specification, and HIS•91 Handling Installing and Srocln ; RocommendmSOatlon availablefroTrussPlateInstitute, 5D'Onoftb Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate 1: plates /a" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE 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 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. BEARING Indicates location of joints at Uip which bearings (supports) occur, WISC/DILHR 870040-N, 930013-N, 910080-N M!Tek® PANEL TM CLIP FORM018,019 HYDRO -AIR ® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 1 Job Truss Truss Type Oty Ply HORTON 14277174 DR1749A DGAB ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:28 2002 Page 1 1-0-0 5-2-0 10-" 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. 2zr I I 5,00 r12 2x1 11 4 2 j 5 I 2x4 II II 2.411 3x8 II 3a4 02x1 3.4 _ 5-2-0 9-8-0 10-4-0 5-2-0 448-0 0 8 0 Plate Offsets MY): 4:0-1-14 0-0-2 4:0-04Edge] LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 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(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a BCDL • 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 43 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. 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=564/0-3-0, 4=560/0-1-8 Max Horz2=-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=-603, 3.4=-602, 45=14 BOT CHORD 2.6=553, 4-6=553 WEBS 3-6=101 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,MW FRS gable p end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. `9 i, OLrJrO/ 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 Ql l EndDetail' 71e 4) Gable studs spaced at 2-" oc. ray` y 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 joint4. .• 7k •1 P10. 45181 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. . Or 8) Truss Engineer. Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. O z• *TATE OF ! LOAD CASE(S) Standard ss . R 10 OJUAL A WAMWO - VerW &sign pan meter and Rt3AD MOMS ONTMS AM MVZJM SMA BWOM USa. Design va0d for use only with MITek conneetaa This design is based only upon parameters shown, and is for an IndNldual building component to be Installed and loaded vertically. AppitcabOty of design parameters and proper Incorpwatlon of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of trWNklual web members only. Additional temporary bracing to insure stability during construction is the nesponslblSty of the erector. Additional permanent bAscing of the overall structure is the responslblitty, of the building designer. For general guidance regarding fabrication. quality, control, storage, delivery. erection and bracing. consull OST-88 Quality Standard. DSS-89 Rrocing Specification. and HIS-91 M iTek® HandlingInstalllnaandBracingRecommendationavailablefromfrloTrussPlateinstitute. 5133 D'OnoDrive, 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. cc For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of o truss and vertical web. r 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 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur, WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM PANEL CLIP FORM016,019 HMRO,AIRO AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ti Job Truss Truss Type Cdy Ply HORTON 14277175 DR1749A J ROOF TRUSS 14 1 o tionat ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1 1-0-0 7-0-0 r 1-0-0 7.0-0 7 score • 1:16.8 5.00 ri2 2 4 2M = 7.0-0 7.0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl 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 BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=234/Mechanical, 2=424/0-", 4=66/Mechanical Max Harz 2=221(load case 5) Max Uplift3=-255(load case 5), 2--175(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 e. No. 4.5161 srnrE of .- NA1. AWARNINo - verM dedyn pammr:ten and READ Noma ON rms AND REVERSE SmE BEFORE USE. Design vaBd for use onty with MFTek connectors. This design is based only upon parameters shown• and h for an Individual buRdtrq component to be installed and loaded vertically. AppBaab®ty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members onty. Additional temporary bracing to Insure stabRBy during construction is the responslblilty of the erector. Additional permanent brbcmg of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality contro6 storage, deRvery, erection and bracing, consult! OST-88 Quality Standard, DSI.89 Bracing Spectflcatlon, and HIB-91 Handling Installing and Imcft Recommendation available from Truss Plate institute. 513 D'Onohb Drive, Madison, WI33719. M iTe k® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q For 4 x 2 orientation, locate 0 0 plates 1/8" from outside edge of o truss and vertical web. 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 LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 492200:1, SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018.01 V t'® HMRO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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. Job Truss 6R1749A KNss ROOF Type SS I Ply HQRTON 14277178 i as = 5.000 s Sep 4 2002 2002 5.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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(rL) 0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 17 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz2=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 BRACING TOP CHORD Sheathed or 5-" oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PEt/45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. LOAD CASE(S) Standard t : No. 45161 ; ,k o: r h j 5 STATE OF .= fit •._ A, _ _ V.- .a AWARMO - VerW design paramostrs and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. 14! Design valid tot use only with MRek connectors. This design b based only upon parameters shown, and is individualtotanidualbuildingcomponenttobe InstoBed and loaded vertically. ApplIcabSlfy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblsty of the erector. AddRbnal permanent b icing of the overal structure b the responslb9lty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bactng, consull CST-66 Quality Standard, DSI.69 Srocing Spectllcatkw% and HIS-91 M iTe k® Mandb ilnoInstalllnaandgracingRecommendationfromTrussPlateinstitute. D'OreofiDrive, 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. A„ T 0 For 4 x 2 orientation, locate 0 plates/a" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 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. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM PANEL CLIP FORM016.019 on uO-way ® HYDRO-AW 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 DR1749A ILTruss IROOFTRUSS l; ly FIVK I UN 14277177 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 1 i a a — 3.0-0 LOADING (psf) SPACING 240-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 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 puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Harz 2=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 F-IJ?^aaal. p,E 8UD No. 45161 GC STATE OF AWARMNO - VerW deetpn pasamaerst and Rana NOMS OdV •r M MD JWMKJ= Isms 88MM UM. 18DesignvalidforuseonlywithMITekconnectors. This design is based only upon parameters drown, and is for an individual building component to be Installed and loaded vertk:atly. Applicability of design parameters and proper Ineapoiafion of component is responsmlBty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the iesponslblllty of the erector. Additional permanent brbcing of the overall structure is the iesponslbNty of the building designer. For general guidance regarding fabrication, quality contiol, storage, delivery, erection and bracing, consull OST-68 Quality Standard, DSS-89 SracIng SpeeMloation, and HIB-91 M iTek® Handling Installing and BR roctngRecommendationavailablefromTrussate Institute, 583 D'Onofrio Drive, Madison. WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 'All T For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS c2 ca WEBS J5 cc 0X 0 cc a O 0 a ce c? u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke JIM PANEL TM CLIP FORM018,019 HMRO-AIR0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(* 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Qty113R1749AIM Truss I ROOF TRUSS I I Ply IHORTON 14277178 TH, LONGWOOD, FL s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:31 2002 Page 1 a 1-0-0 W= - 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 Ina YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-" oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/041-0. 4=9/Mechanical Max Harz 2=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 rase 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-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 girder(s) 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 Scab - 1:5.7 No. 45161 Y n STATE OF . f A WARMWO - verM design pammstsrs and rearm 11TOMS ON TMS AM JWV== SME BMVM UM. Design valid for use only with MITek connectors. Thb design Is based only upon parameter shown, and It for on trtdMdual buAding component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b responslbiity of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Addltlonal temporary bracing to Insure stability during construction Is the responsibility of the erector. Addltlonal permanent brbcing of the overall structure It the responsUaWty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-fie Quality Standard, DSI.89 Bracing Spectfication, and HIS-91 MiTek® Handling Installlna and Ilrocing Recommendation ava0R oblefromTrussate Institute, 383 D'Onohlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u c other. JS o WEBSa:3. Place plates on each face of truss at each For 4 x 2 orientation, locate a:joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 4 length(' 6" from u c, u at panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE 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, 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 MiTeke engineer. , 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. ZA 0 CLIP FORM018,019 aauC.'roaL HMRO,AIR0 s Job Truss Truss Type City Ply HORTON 14277179 DR1749A S ROOF TRUSS 2 1 o tional ACCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:54 2002 Page 1 1-5-0 i 5-3-5 i 9-10-13 1-5-0 5-35 4-7-8 W = 5-3-5 9-10-5 9-11}1 5-3-5 4-7-0 0-0-8 LOADING(psf) SPACING 2-M CSI DEFL in loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.05 6-7 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 8-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-6 oc purlins. 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 (Ib/size) 4=309/Mechanical, 2=514/0-115, 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, 23=-1072, 3-4=64 BOT CHORD 2-7=1003, 6-7=1003, 54=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 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 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 _`.`D 13 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 •••' •.. Uniform Loads (plf) l / i •, /Ij Vert: 1-8=-74.0 Trapezoidal Loads (plf) '• Vert: 8=0.0-to-4=-183.1, 2=-1.74o5=-49.5 * ' No. 45161 AZ 0 STATE OF .d O R 10•• - AwARmo - verW deetvn pasameten and ReAD xoras ON Tws AND RavaRse sma Bx"Ra use. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual butdtng component to be Installed and loaded verlkaW. Applicability of design parameters and proper incorporation of component b responsibility of butldIng designer - not truss deslgnet. Bracing shown Is fa loteral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslblilty of the erector. Additional permanent bracing of the overall structure Is the responslbtllty or the building designer. For general guidance regordIng fabrication, quality conhol, stotoge, delivery, erection and btacing, consull QST-88 Quality Standard, OSI.89 tracing Specification, and NIB-91 M iTek® Handling Installing and tracing Recommendation available from Truss Nate tnstltute, 583 D'Onohlo D1Ne, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 rta"'*For 0 4 x 2 orientation, locate U plates/a" from outside edge of CL truss and vertical web. 0 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. 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 FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. MiTeke FORM016,019 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. 29-8-0 10-0-0 0 I 0 0 I I r\ o I m CD I I m In o I C1) I 10 v JA _F1 0 I 00 I ajAB M I CGAB ------ — 13-11-0 BRG. IN ENTRY 1- 10-4-0 11-0-0 L 19-8-0 ` 20-0-0 I V A f r1I r1 C-: ALL BEARING WALLS TO BE PLACED I J L 1 PLY HGR. GI C T) CE! REVIEW ALL SPAN DIMENSIONS- -BRG. WALLS I PRIOR TO SETTING TRUSSES.. Li 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. I IL 3 PLY HGR. SIGNED APPROVAL: X IL_-----------=------ JOB NUMBER: DR1749A DATE: 1-24-01 PITCH: LOAD:SHINGLES CU SPAN CUSTOMER: D.R. HORTON 5' H: 12" AA7-321-144 0 BY:T.H JOB NAME: MODEL 1749 "A" ELEV. BRG: BLOCK M s S M I K I K i I A7 C VERED