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HomeMy WebLinkAbout292 Clydesdale CirPERMIT ADDRESS CONTRACTOR _ D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR a t<n Jc� NIISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMITNUMBER FEE FEE #O SUBDIVISION taus Ift m4f �f t7 d ch cn CERTIFICATE OF OCCUPANCY / COMPLETION • This is to certify that the building located at 292 CLYDESDALE CIR for which permit 03-00001734 has heretofore been issued on 5/07/03 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, ning an 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 `(S • 2� © 1�'V t Inspected ZONING: Inspected UTILITIES: Water Lines In Lw�� Meter Set Reclaimed Water ENGINEERING: Sewer O Lines Sewer Tap Street Drainage 'a-2-2 -1_!) OL Paved Maintenance Bond In PUBLIC WORKS: Street Name Street Signs g LSy5 C- Pj Lights Storm Sewer / Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE AMOUNT 5/16/03 5/23/03 5/08/03 6/16/03 5/23/03 5/08/03 5/08/03 5/08/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION 2 This._is to certify that the building located at 292 CLYDESDALE CIR for which permit 03-00001734 has heretofore been issued on 5/07/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 5/08/03 279.61 5/08/03 91.93 5/08/03 12.27 5/08/03 847.00 5/08/03 12.28 5/08/03 1384.00 5/08/03 650.00 5/08/03 1700.00 OWNER BUILDING OFFICIAL / D CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE:aa PERMIT #: ADDRESS: H' - CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering � (L!i , 10 [G-if� 0 Fire Y 1 A "Itix(111 Public Works Utilities ❑Zoning []Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE. OF OCCUPANCY REQUEST FOR FINAL INSPECTION t.4-)jZ) **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: (5 ADDRESS: CONTRACTOR: \ l P� V\"o Aor-" PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering JFire to 1 A ublic Works;2"S JS�Zoning A 7] Utilities GLicensing ,n 1.A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** HATE: PERMIT ADDRESS: CONTRACTOR: PHONE #: yC�i - 8-6 D - '� ��8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ]Engineering []Fire n I r\ Public Works ❑ Zoning A ties ❑ Licensing ,n 771 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 0;-" FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 292 CLYESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 13, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.##" or ##.#####° ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82, COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 65. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of Flooding) 1202890045 E 4/17r95 4/17/95 X 27.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ AS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, ARIAO 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 _ 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) 48. 0 ft.(m)cc o b) Top of next higher floor NIA. ft.(m) a '0 a o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o, d) Attached garage (top of slab) 47. 4 ft.(m) o, e) Lowest elevation of machinery and/or equipment w ca servicing the building (Describe in a Comments area) 46.9 ft,(m) E ro o f) Lowest adjacent (finished) grade (LAG) 44.9 ft.(m) Z' w o g) Highest adjacent (finished) grade (HAG) 47. 1 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 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: DAVID DEFILIPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREET, STE.180 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 8/22103 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions __.l .;WPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (including Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX Na Policy Number 292 CLYDESDALE CIRCLE UII Y STATE ZIP CODE I Company NAIC Number I SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number —(Select the building diagram most similar to the building forwhich this certificate is 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.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3,i only), and E for Zone A (without a FEMA-issued or community - issued BFE) 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 ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. NUMBER PERMIT ISSUED DATE CERTIFICATE G7. This permit has been issued for. Ll 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, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 13, BAKERS CROSSING, PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). PROPOSED ROSE HILL PHASE II I LOT 10 LOT 11 50.00' S89'33'46"E -------------------- a� '6` S LOT 13 1„ = 30' GRAPHIC SCALE fan I O 15 30 40.0' LOT 12 d a, LOT 14 0) N N ONE STORY CONCRETE BLOCK Ln '- N o RESIDENCE FINISH FLOOR O ELEVATION=47.96 O (n Z COVERED ENTRY 5.0' 15.0 oL_".JO 20.0' 3' C W �CONCRE TE DRIVEWAY -------------- iN N WALK IS 10' UTILITY EASEMENT WALK IS 1.7' OFF `:'.. 16. 0',, 1.7' OFF S °I N;89'17'34"W NIO g 50.00' NI A48 PT Y _ � _308.01' _ _-I� 193.17' PC N89'1T34"W CENTERLINE 501.18 -� RIGHT-OF-WAY CERTIFIED TO AND FOR THE TRACT A EXCLUSIVE USE OF: CLYDESDALE CIRCLE D.R.H. TITLE COMPANY OF FLORIDA INC. 50' RIGHT OF WAY FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA LUIS A. AMBERT AND NORMA AMBERT CH MORTGAGE COMPANY, .I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. — ' — — BUILDING SETBACK LINE FND NAIL AND DISC - - CENTERLINE LB 16393 (08/21/03) 2. PROPERTY CORNERS SHOWN HEREON WERE — — RIGHT OF WAY LINE ® SET 1/2" IRON ROD AND CAP SET/FOUND ON 08-21-03, UNLESS OTHERWISE EXISTING ELEVATION LB #5393 (08/21/03) SHOWN. CNA CORNER NOT ACCESSIBLE CONCRETE O 6 DENOTES DELTA ANGLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR C.B. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. PCP (P) PERMANENT CONTROL POINT PER PLAT PI PRC DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE (M) MEASURED PT DENOTES POINT OF TANGENCY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND TYP A/C TYPICAL AIR CONDITIONER LOCATED EXCEPT AS SHOWN. C/W S/W CONCRETE WALK SIDEWALK COW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT 5. NOT VALID WITHOUT THE CS CONCRETE SLAB CHU OVERHEAD UTILITY LINE SIGNATURE AND THE c CHORD LENGTH to IDENTIFICATION ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK PARKER KALON POL POINT ON LINE SURVEYOR AND MAPPER. R RADIUS PCC POINT OF'COMPOUND CURVE POC POINT OF CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 13 AS BEING N89'33'46" W PER PLAT. (FIELD DATE:) 5/14/03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM ASM40132 FINAL 8-21-03 CKB JOB N0. FOMR80ARD 5-27-03 CKI DRAWN BY: PLOT PLAN 4-24-03 JML AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES :ONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH IY THE FLORIDA BOARD OF PROFESSIONAL ;URVEYORS AND MAPPERS IN CHAPTER 11317-6, FLORIDA ADMINISTRATIVE CODE 'URSUANT TO CHAPTER 472.027, FLORIDA ITATUTES. 9-FOR FOR !� ,3 THE FIRM DAVID M. De ILIPPO m#5038 DATE CITY OF SANFORD PERMIT APPLICATION Permit # 0'3 - 1'+31� Date: S 11 �'3 101 Job Address: `2_13 Rg4u3 C,fvs5 ," `Z-°� "L Cl YousaG„ 1 C- CI f . Description of Work: CD M?1&+e Pl vV.% tL , heI 12 S1 Historic District: Zoning: Value of Work: S SLR D Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler,/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement- New (Duct Layout & Energy Cale. Reqqired) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: n 1- (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: ADVANTAGE PLUMBING, INC P.O. BOX 620027 State License Number: Phone & Fax: (4071 FP.�q ontactRson: �AA.! Phone: (4b--+) Bonding Company: -Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is.hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this this county, and there may be additional permits required from other governmental entities such as water man Acceptance of permit is verification that I will notify the owner of the property of the requiremen of Flo da Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Date lbaZay be found in the public records of districts, to agencies, or federal agencies. Lien Law, FS 713. of Contractor/Agent G�ri�/f�C•/�� z45/&3 P nt Contractor/Agent's Name Date Signature of Notary -State of Florida Date 411TH A Y. HALL Contractor/Agent st$,js(stow t Produced ID ?+: :+ M� G�USION # CC 875840 :�_? PTR1ra February 1, 2004 Bondsd Thor Notary Public Underwriters Zoning: Utilities: (Initial & Date) (Initial & Date) (initial & Date) (initial & Date) Special Conditions: 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 NARYMW NORSE, CLERK OF CIRCUIT COURT BEMINOLE COl1NTY BK 04809 PG 0616 CLERK'S It 2003076110 RECORDED 05/07/2003 10s32t;10 RN RECORDING FEES 6.00 RECORDED BY N Nolden NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) I, 7, 12, 13 & 22 Bakers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc 0 by: — 041 Kooert A. Lawson \Assistant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 2003 WRobert A. Lawson) Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, e ia. oi- t orporatton. /She is personally Known to me. Notary Public, State and County Aforesaid a tgoature YS PATRICIA COULTON NOTARY PUBLIC STATE OF FLOR12 AA COMMISSION NO. DDI34� MY COM^r!^`'ins r-yn IUI.Y 26,2006 Notary Seal .MAY 7 2005 CERTIFIED CC+f'1 MARYANNE MOM CLERK OF CIRCUIT COUff SEMINOLE COOIYY, FLORA! of IYY rl F0 �.•• 5-06-203 7:09AM FROM w+cr!o7ea• :fit ...-1r.!f,9,V.'.M`f!:Mf'�N;IN., �.O u..�y.iSln .,., ... :.w .. CITY OF SANFORD PFRNIIT APPLICATION Permit # Job Addr, DeSCription of Work: C=" cti t ► s t- `••.- • - h#4{prlF Pislrl�t! 7+naiq� Value of Work; $ Permit Type Buildmg.Elccttical .; Mechanical Plumbing Fire Sprinkler/Alarm Pool_ Temporhry Pole Electrical: New Service - 9 of AMPS _1,,5 Addition/AIferal ion Change of Scrvicc __ _ Mechanical: Residential ' Non -Residential Replacement New (Duct Layout & Energy CDIc. Required) Plumbing/ New Commercial: ft of Fixtures of Water & Sewer Lines # of Gas Lines ' Plumbing/New Residential: # of Water Closets,_ Plumbing Repair - Residential or Commercial Occupancy Typo Residential L,� Commercial Industrial Total Square rootage: Construction Type: _„ # of Stories: # of Dwelling Units: Glood Tone: (FEMA form required for other than X) Parcel % (Attach proof of O%w-nntrship &, Legal Descripilon) r � w� �,'Ct . 5 Uw•ncra Name & Address: r. L /r"f`^ Z Pltone: �T S7: %1^ & Address: G- 1 L ���C 225 �— Contractor ame r Z-7 y,L State Liccnae Numher ov 1 5:44 a -7 �. - H (44.,_ Phone & Fax: r _ Contact Person: �f-t C l _ Bonding Crimpany: -' Mortgage Lender. - - - Architcct/Engineer: Phonc. Fax: Addreis: -• Application is hereby made to obtain a permit to do the. work and installations as indicated. I certify that no w(nk or installanon has commenced prior to the issuance of a permit and that all work will be porfnrmed to meet slsndards of all laws regulating caruruction in this jurisdiction. I understand thut a separate permit must be secured for ELECTRICAL WORY, PLUMBING, SiONS, WELLS, POOLS, FURNACES, BOILERS, HF-ATERS, TANKS, and AIR CONDITIONERS, cte. OWNFR'S AFFiDAy IT: I certify that an of the foregoing information is accurate and that all wwk will be done in comphanca with all applicable laws regulating consauction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR iMPROVEMSNTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCINC, CONSULT Wi _H YOUR LENDER OR AN ATTORNEY BEFORE RECORDINO YOUR NOTICE OF COMMENCEMENT. NOTICE: in addition to the requirements of thia pecmiu there troy be additional restrictions applicable to this property that rryy be found in the public rc, orris of this county, and there may be additional permits rcquirod fmm other gOvC;mmcncal rnniica Loch as water management dismcts, state agencies, or tcdcral igmctes. Acceptance of perinit is vcrirication lh�l I will notify the owner of the property of the rcqurremc of Floc en Law, FS 713 Signature oCOwn. Date SiZnalurc of Contractor/Agent Date er/Agent v 0121. ..._. fps Print Owr cr/AKcnl's Namc Print Contractor/Agent's Nam Duic Signature of Nu(ary•S-11 nC Florida C)arc Circo(N'ot, etcnrFlonda -/ wrier/npax is _,.— Pc unnnv Known w Mc tar (.'u,,tnc(nr/A�cni is V Yc,;rw:i ly Known to Mc ,fir PruducQ0 I _ Producct IU n('I'I.IC Al'IO\ Ah1'I<OUf,f.) 11V: llldh: (6titial & Ditc) (IntUal & Ddte) 'penal condiiinn>: 3 COUNTY DF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75455 DATE: � BUILDING PERMIT|N] � |-'} �CITY) COUNTY NUMBER: UNIT ADDRESS: -------------------------------------- TRAFFIC ZON[: ' JURISDICTION: SEC: TWP: RNG: PARCEL: SUBDIVISION: TRACT: _-----_-_---------- _-_---_-_---------- �� PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: ----- -i��— ONNER -- -- [ ADDRESS: --- - [L1�� r��_-�. K�l1L,�'�-�-�--_����!��--_-------- APPLICANT I-,IAME: --------------------------------------------------------------' ADDRESS: LAND I CATEGORY: 001 - Single Family Dqtached House TYPE USE: Residential WORK DESCRIPTION: Single Family Hcuse: Detached - Construction _--------------_--_--_--------_-~-----_-__---_-_------------------_-------_----- FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIEAT SCHEDULE DESC. UNIT OF UNITS � '--------------- ---------------------------------------------------------------- ROADS -ARTERIALS CO -WIDE O dw1 unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 � LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ ' 2,285.00 / STATEMENT ' !__/�_/ RECEIVED BY: SIGNATURE: _ (PLEASE PRINT NAME) ^__________ DATE: /1 ' NOTE TO TO RECEIVING SIGN'TORY/APPLICANTx FAILURE TO NOTIFY OWNER AND EN`URE TIME'Y PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY ~ **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. ` PERSONSARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATI0NAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE , COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, DR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE, 1101 LAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3O0 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE ' 71-IE STAT[MENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ` ' ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** 7s' t4 . S dt zrT��� t �1 ,,qq / CITY OF SANF,ORD PERMIT APPLICATION �" r "; _ r Permit #: 6 � ` / 73 , � r3 -43 Job Description of Work: Historic District: Zoning: r Value of Work: $'r74� Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm POO, Electrical: New Service - # of_AMPS Addition/Alteration Change of Service Temporary Pole T, _ Mechanical;' Residential Non -Residential Replacement New (Duct Layout & 1nergy Cali. Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential c/ Commercial Industrial Total Square Footage:1p Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required (br.- at h,c- than X) Parcel #: Attach Proof of Ownershi & ( p Legal Description) Owners Name & Address: .Jl a ,xcs Phone:_�ft�7��J— Contractor Name & Address,_ r h. ,: a L � S ,s ,, Qii �Ut3t7tJ - 'State License Number: Phone & Fax: Contact Person: e. Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has conurteru:ed prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be do in comp ante with'all'app4cai)ie Izw:: re);ulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE F CO NCEM T MAY RESULT iN YOUR I'hYTNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN F ANCING, ONSU,' WITH YOUR LENDER OR, !11 T ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional res /,,ns plicab to pr erty that may be nd in the public records of this county, and there may be additional permits required from other govemmen[al Cities such [ ement districts- e agencies, gr�d6 al agencies. Acceptance of permit is verification that I mII notify the owner of the propert/%f the Signature of Owner/Agent Datel Print Owner/Agent's Name Signature of Notary -State of Florida Date 0%kiier/Agent is _ Personally 'Known to Me or Produced iD \PPLIC:\TION APPROVED BY: Bldg'' '" Zoning: :Initial & Date) �Pccial Conditions: FS 103 Signature of Contactor/Agent Date ROBtERT G. DELLO R USSO Prin Contractor .-kaentIs Name Jo)t S mature of No_rv-Stare of Florida n - �..., MIRINDA C. TURNER = MY COMMISSION # DD 212893 EXPIRES: June 14,2007 Contractor/Age,.: is �P Pf" ah "&dtr A+ttWPublicunderwrltore Produces .D (Initial & Date) (Initial & Date) FD:� (Irrtial & Dat: PESO Sep �oz Ocl.—: Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install Contract Number PUCHASERS NAME AND ADDRESS Name Address�^��`�� City/State/Zip I L��1 Phone & Email Quarterly Payment Amounts (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 INSTALLATION ADDRESS: L 13 ? 2 gpt�E2`S51NE� — SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 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: I. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4. during those years, Inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintalned for the LIFETIME of the Identifled property subject to the terms and conditions of this agreement for J 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 area(s) 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) batted. At no time will damage caused to any portion(s) 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: COMPANY!,-, DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES. 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 waives 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 no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. ees lt is the ity f All SENSITIVITY/PHYSICAL FACTORS: Customer understands to consult a physician If necessary regardinglany oaffecta he Property treatiment guests, and/or other temporary or permanent occupantsdays riot to treatment regarding any allergy or, may have and (2)it Is their responsibility to notify Apex in writing not less than two (2) y P sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract an apply without exception. COMPONENTS: The 1, DOWELANCO OWNERSHIOarela dNwilSl remain to property of DowElan ou The Customerthits noands hrights lto Anyofthe of the Sentricon 'System (Components) Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2, On expiration or termination s of this remises the S ation and other Compement, Apex And onents contained thereinnco or Its n for appropriate disposition, nustomer to retrieve from the C P 3, If Apex, for whatever reason, ceases to represent or to be auththe orized to represent, the Sentricon* System a. Apex will: (I)so notify Customer; 2)ConvenCustomer ,liquid barrier" m thof iodeof termite control may not using a different form of toffer t Annreffective or discontinuing theelationsht p( means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a Brent ( form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer anlve the Customer credit for service paid for but not yet received; (4lf d Apex (Parties) agree on use of a differ f ter iterelp o tection,gif Apex cannot offer an effective different form of termite pro ectio)n, the Customer elects to discontinue refund to the Customer an amount equal to the fee paid for services not yet received, and;_(5)retrieve, or advise DotvElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of . the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial Installation. Prior to; (I)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify writing. l,o ewriting events listed Above may s id this Agrecment.Addiionalservcebecause onyaltertioadditionorotherchevnt,may be providdbyAp x tthe Cutomers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT(DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. vEN'UE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect, CHANGE IN LAW. In the event of a change In applicable law as it pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex Is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuellor materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (I)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; (3)termlte 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 seg. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or Its designee, The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis, and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. 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 liability 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-inspectlon, whether the Inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date, After this Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a L�=, transfer fee payable to Apex within 30 (thirty) days of the transfer of the treated Property. *Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St: 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813.221.2847 800-929.2847 888-764-2847 877-459.2847 Limited Power Of Attorney each agent's of D.R. Horton Inc. ,�) To be my lawful attorney in fact to act for me and ply The duildinq Dept. of: C I, i For a residential permit for work to be performed at: Lot # : 2 Subdivision: I W&U'S r�ss Address: 02V c-G'-/51D&L-F- Gt1zu_.rE,-, to t=o�, VL 3a4-43 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBCO553OO Contractor State Registration Number Signature of Contractor This foregoing ins rument was acknowledged before me this: Date: °� .2� VBy: Richard B. Ladd ( Contractor ) Who is personally known to me. State Florida PATRICIA COULTON CO OTARY PUBLIC STATE OF FLORIDA MI COUnt Of Orange ^ �` ^ � YCOMMISSIONE COMMISSION P NLY262006 Notary Public Signatures Notary Seal CITY OF SANFORD BUILDING DIVISION OR RESIDENTIALL BUZLDZNG PERMITSUBMITTAL R�QUI�EMENTS I , Two (2) recent boundary and building location surveys structures tng setbacks (not fences) ❑ lines for perm for from all structures to property P ❑ 2 Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ a Foundation plan indicating f0ot sizes barfor fill lacementg walls Provide side view details of these footers with reinforcementP ❑ b. Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from was are to be shown. Mote 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. Finish floor elevation height as per City Engineering Department or subdivision plat• all wall sections to be used in the structure. Bearing ❑ d, Cross sections of non -bearing inter and exterior. Show all components of wall section. ❑ e Framing plan for floor joists where conventionally framed. Plan to Indicate span, size find 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 footages: 412 S.F. Garages/Carports S.F. Porch(s)/Entry(s)s6- S.F. Patios) Conditioned structure Em�-Fi Total (Gross Area) ❑ rida Energy Code Forms (Form 600-A-97) 3, Three (3) sets of completed Flo ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on £ill, a report may be requested by the Building Official or his representative. ❑ 5• Other submittal Documents: O 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 Blvd,Snnford, FI (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. OWNEWBUILDER 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 JDJJaJ]A/- (By Owner or Authorized Agent) D. R. HORTON HOMES. SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # { 3C2SUBDIVISION: BAKERS CROSSING ADDRESS oz(-) I 32 BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS /` 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT u" ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri U�CvIeN J CITY OF SANFORD PERMIT APPLICATION Fes® PermitNO.: �3 l Date: Job Address: a_ C1(- 6D64-e- C tVCL-ff 1-D Permit Type: Building Electrical Mechanical Plumbing Fire Alu JSprinkkr 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) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines 2`ts5 2$$ Occupancy Type: ✓ Residential _Commercial _ Industrial Total Sq Ftg: -2� Value of Work: S Type of Construction: .�l�X�t= Flood Zone: Number of Stories: J- Number of Dwelling Units: .1. dt 1?escription) Parcel No (Attach Proof of Ownership Legal Ocmer/Address/Phone: � C' % E3 S� -Cl 1 O 1 nONLI 2>- t � Q@. Ca.n01&�O Contractor/Address/Phone: :R e:) - ��� State License Number. Ge:(—' O 55?� Contact Person: AT Oy 1 `� Phone & Fax Number. Title Holder (If other than Owner): N Address: Bonding Company: N Address Mortgage Lender: RE' Address: Architect/Engineer A B �' c 0 C �� Phone No.: Address: ��� NSR 34 S 115111 F� Fax No.: 40=(294 - 40-=Ea Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other gostirnmental entities such as water management districts, state agencies, or federal agencies. Ac eptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner Agent Date ignature of Contractor/Agent Date Laazon �,� C, and B, Lo-rd Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date OFFICIAL NOTARY TEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMM SION NO. DD134330 MY CO ISS10N EXP. LY 26,2006 Owner/Agent is erso— y own to a or Produced ID Signature of Notary -State of Florida Date OFFICIAL Alt MC PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISS19N NO. DD1343M MY COMMISKON EXP. JULY 26,2006 Contractor/Agent is Personally Knoum to Me or Produced ID APPLICATION APPROVED BY: 4, 0,6 Date: �S S Special Conditions:s r�7��, a &-%-u1 Q - CITY OF SANFORD PERMIT APPLICATION Permit # Q �- Date: 3 Job Address • / � � � �3�� 7 Description of Work: L-1 t k I S j CSC ���1 00A �1 /© U41 Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plum g Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: - # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for awl i clean X) �2 7 73 ntractor Name & Address: © . U)� S_-�X67 dCo Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: r ax: Application is hereby made to obtain a permit to do the work and instal lattons'as-indicated. fy h n r mstallauon has commenced prior to the issuance of a permit and that all work will be performed to meet standards oftall'ta- regul ons ti� jurisdichop t_understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS„POOLS, FURNACES, BOILERS, HEATEitS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate andEA n o p(tance wrth all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD C C NT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEh}D TO OB WITH_ YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the pro arty of the req i ents of F Lien Law, FS 713. G-�--1--) a h a ,, - Signature ofOwner/Agent Date Signature of Contractor/Age Date Print Owner/Agent's NCe Print C ntractor/Agent's e Q ,�-�, •by11 1 fdy Signature of N ry-S e FI rida Date Signature of No -State of I 'da Date ova. E3eckY Rogers `�4Y Becky Rogers • My Commission DD180133 �aq r My Commission DD180133 Owner/Agent is Personally Kno i%r Expires February 14, 2007 � �,�?? x Ites February 14, 2007 Contractor/Agent is _Personally Known toh6fe o� p ry Produced IDD�_(S —Produced I D APPLICATION APPROVED BY{-!Bld S / Q _rZoning: Utilities; FD: ([niiial'&Date) (Initial & Date) Initial & Date) ) (Initial &Date) Special Conditions: 1-1 17-0. v , POWER OF ATTORNEY DATE: CI off' I hereby name and appointrl of Affordable Screen & Patio Inc. to be my lawful Attorney -In -Fact to act for me and apply to the { Department artment for a P �,Cll permit for work to be performed at a location described as: Parcel ID Lot Block Subdivision: O(M� Sc;Z773 dress ofjob) (Owner of Property& Addres and to si-n my name and do all things necessary to this appointment Type and print name of Certified Si,Ynature of C tractor hied Contractor The fore�oin�_> insmsment Sias ackno%vled >>� ��� `,, ed before me this �/ b`l lv/1 h �� ersonall� F _ n to me. «ho produced / as identitication an o did not take an ath. State of Florida County of Orange �otary SiZZT.=nature pAy Becky Rogers My Commission DD180133 q. n Expires February 14, 2007 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I PARCEL DETAIL i d Back P Sett mitt County r�i+apert V �1CQ7A0r �l'6'Mi'8 I C41 K. 141-No 4- S:i:a rC13'd 1'L 32711 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-0130 Tax District: Si -Number of Buildings: 1 Depreciated Bldg Value: $104,347 AMBERSANFORD Owner: NORMA LUIS A & Exemptions: ORMA Depreciated EXFT Value: $0 Address: 292 CLYDESDALE CIR Land Value (Market): $10,310 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 292 CLYDESDALE CIR SANFORD 32771 Just/Market Value: $114,657 Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $114,657 Dor: 01-SINGLE FAMILY Exempt Value: $0 Taxable Value: $114,657 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $215 WARRANTY DEED 08/2003 05010 0375 $164,400 Improved 2003 Taxable Value: $10,310 CORRECTIVE DEED 08/2003 04974 1325 $100 Vacant DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 05/2003 04860 1856 $345,000 Vacant ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 13 BAKERS CROSSING PHASE 2 PB 62 PGS 97 99 LOT 0 0 1.000 10,310.00 $10,310 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est Cost New 1 SINGLE FAMILY 2003 8 2,390 1,955 CB/STUCCO FINISH $104,347 $104,871 Appendage / Sgft OPEN PORCH FINISHED / 10 Appendage / Sgft GARAGE FINISHED / 425 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. ./re_web.seminole_county_title?parcel=18203150600000130&cpad=Clydesdale&cpad_num=292&cctr=&ctotal=&cfparcel=18203 2/3/04 MARYANNE MORSE, CLERK W CIRCUIT COURT Permit Number SEMINOLE COUNTY Parcel Identification Number! 7�0., i-S1X0--49XD 30 BK 05195 PG 1516 CLERK'S # 2004021656 Prepared by: ,. RECORDED OV12/2004 09:41:39 AN � rs RECORDING FEES 6.00 -7&6,, 1*c Tru, 6i'', RECORDED BY L McKinley PZ, 3-.-�7-0 Return to: CERTIFIED . COPV. 6-7I PflARYANNE MfORO �v�/ � ��fJ� �`ER-� CIRCUIT COO' ` NOTICE O COMMENCEMENT State of County of --`:�;e4u%l6fj FEB, 12 2004 The undersigned hereby gives notice that Improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Description of property (legal- description of the propertA and street address if available) 2. General description of improvertnent(s) 3. Owner information _ /� Name /� �' i S . %3 �?� Telephone Number467-,,?6 7J Addres �� ��� ( �-G&S 04-1C, � . Fax Number �'L!J (-�-7%3 Interest in Property: 4. Fee Simple Title Hider (if other than owner shown above) Name Telephone Number Address Fax Number Contractor Name do L� Address A0176 CI , DEC GCS %S� 6. Surety (if any Name Address 7. Lender (if any) Name Address Telephone Number76 -B,,�- %�' Fax Number Telephone Number Fax Number Amount of bond $ Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): Date Signed Signature of Owner Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." Swom-to and subscribed before me this day of 20 / b who is personally known to me OR as Identification. Y �P`'h B" Rogers Signature of Nota (notarial al to appear below) My Commission DD780133 "'o*wd; Expires February 14, 2007 Form Revieed: 12100 for 19_ to 20_ f PLAT OF SURVEY DISCRIPTION: (A`FURNISHED) I OT U. NAKER (RU`;`,INc, aC +�EC('riGf D IN F'I A[ HWUK 62, PAGI' 91-- 99 01 11IL PUBLIC Id CORD ; Cif �f_MIhJC)L� NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS 1HE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). " ROSE. LOT to LOT 12 PROPOSED HILL PHASE 11 • I_. U 1 i 1 50.00' S89'33'46"E 1-0 T_ 13 al W am of T) (V CV tt7 U-) ' - (0 CV [V f� .— p - Z U) [xrE $IORv crxrcRf:!T t3loCr. RF SIDENf E F INI::II ('I.Oi JIT E LE VA IICR1-47.95 _i CUVF REu ENTRY y V' ij _ p�IS.O c., cr IUu 10 s' �1 IJNCRE 1� 11RI VF WAY WnIN is IV' UNIT LASE MFNIT 1 I.7' U#1 160 WAI" IS L01 1 d COUNTY, FLORIDA, j 1 = 30' v;lAPIK SCALE 15 }0 - _---- � L °;� N89117'3411W s CITY OF SANFORD 50, 00' r i .. - 193.1 7 CLN IERLMIF (tf i _-�-----�"_-' PIGHI-CK -NAY 51111(S - -. _. --__-- _ CERTIFIED TO AN[, FOR TIIE TRACF A EXCLUSIVE USE OF: CLYDESDALE CIRCLE D R fI. TITLE COMPANY OF FLORIDA INC "' RICIIT Or WAY FIOELITY NATIOINAL TITLE INSURANCE COMPANY Of PENNSYLVANIA LUIS A, AMPERT AND NCrMA AMETERT CH MORIGACE COMrANY• T . L10 NOTE. - I ALL DIRECTIONS AND DISTANCES IIAVIF SEEN FIELD VERIFIED AND .ANY INCCYNSISTENCIES NAVE BEEN NOTFO ON 111F_ SURVEY, IF ANY. 2, PROPERTY CORNERS SHOWN HEREON WERE SET�FOUNU ON 08-21-0,S, UNLESS OHILI7MSE SHOWN. 3 THE SURVEYOR IIAS NOT AHSTRACIED HIE LAND 5HOWN HEREON FOR E.AS(_MENIS, RIGFII Of WAY, RESTRICTIONS OF RECOPD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IWWWIMENTS HAVE. Ell -IN LOCATED EXCEPT AS SHLIM4. 5 NOT VALID W1TT1(xir THE SI(.NATLIR(_ AND TI1E ORIGINAL_ RAISED SEA(. OF A FLORIDA LICENSED SURVEYOR AND MAPPER, I HAVE EXAMINED OIL I'IR.M (.DMI`AWJll) PANEt. NO 120209 0045 E DATED 4/17/95 ANT) F(JUNO III[ SUPIECT rROrERTI w!"FAR'; tO LIE IN IONS X AREA OUTSIDE 100 YEAR F(.OUL). FIEYn;10frS SI+OM^I NF-RFC1N ARE PASFC Cl" SFuINULE COI,'Nh \fRnCAI frwrR [I( AS FU•PNI C'J EO PE.AR;NGS SHOWN HEREON .ARE OA�.Cf? uN I'+F NC"JTIIERI.Y �INF. OF LOT 11 AS PEING NR9'.1 ti 4E' W I'FR FLAT (MELD UA T 5/!4/pt SCALE 1__J0 FEET _--- APPROYi_D E) µ'F'M RF VISFr) r INAI P 71 �( S (KF) -- '(ti.rr tt nth, S li,l _,t nr f!vll-Oulr, ;F 104CK UNF EXIS IUR: EI f VA tlpN L.. ...� Gorr'; RF If iR I AN`I Slllr V('Ylrl!. R!J i111C S'; tRu 1'FRA/ANENT RC F(R[NL[ Mr)rlt/MEN1 r`LP Rf RMANE rJf CON IRU_ rCiN! (!') PER Pi -AI M) AlFASI/RCU I IJII r(1UIJ [1 C/W CUNCRf_IF '/rgLK iw SR)Twnl K C(' CUNCR[IL PA( - Cs CONf.RFIE STAR 1'K PARKER KALtrV R rnun)s f'()(' RUINI (If (AIRVI - ^ f NU NAIL An!) l>t Sr Cf C(i /5}9} (08/21/03) Q :E1 !/? IRON RUV AND CAD f(I /539.7 (09/2)/0.5) CNA rgRNER NOT Af,f,E59yLE ' A ,11`/Iri1E5 XLIA ANgE L U(rIF)Ii,S ARC !-EN'.1H C P UC401E5 GI[f7n 91 A!m r.; rC UFN0rE5 rr;lrll 1-If nIR[ rl OF NpTES POrNI Or IN r[RStCnr+! rRC pfrv: 7E5 r•UwT r>,� PE'rEaSC rUR VA 1VITE rI UI'NOBS r'pNT rx jANPi NfY rm T.rl!:nt A/C AIR COF101 IIUNFR r9W r,ExrcRFl[ eLocr, wnu. RR RAIJIIIS R()rr;l rAH) QVLRIifAT} IJrq_Irr LINE Irl ICFrI RF If A II!NJ rUL rC;INi ON LINE PCC vwNr OF CrjuP(riNIV UJR VF II 11FR1-.E3Y CERTIFY, 11+Af iH15 (1O11FlUARY �l1RVF Y, :,(Ifj,h:CT TO THE SIIRVE YIjR; NOTES C0iJ1ARJFD HFREOFJ MEETS THE APPIICAHLE "fLIPI'MUM TECFiTJICAI. STAhJDARUS' SET FORTH DY TI{E FI CRIDA. BOARD OF PROFESSIONAL `�URVCYORS AND MAPPERS IN ffIAPTER 6If;17 F,, FLOPiDA AUMIIJIS TKATIVF C'UDE, I'LIf25i./Allf TO Cf1APTER 472.027, FLORIDA :irAIUIFS. ..0E NO. ._\,M4Dr}''.----- PRAl4TJ f,Y 11F1F.R1C'AN SURVCY'ING dC MAPPING hfR (IFI(:A fIOr1 (1(`�All 111 JRIIA TI(NJ NU1dE1l RLFt/fi 59.S 120 CAST ';(x 1111 iIR([T, I;I )I IE IA() Jf� s N 15>•T�, „+ i j I I i i I i i � I 3 y Z 3Y z� 37 2- Z %3 r i 15 /S /s Z�- C%n � r/ �r � x 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 INTERIOR BEAM TABLES: SCREEN& VINYL ROOMS 3.1.3 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.3 �\ HOST STRUCTURE CP. (ENCLOSED) 3.3.4 �� FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF S�STEh1 I PER SECTION 7 CARRIER BEAM POS- TYPICAL SLOPED SOLID'ROOF ENCLOSURE SCALE: N.T.S. ALU%!lNL%1 ,RCCF SYS7ED.1 PER SECTION 7 HOST STRUCTURE OR RIDGE BEAM TABLES. �- FOURTH WALL FRAME SCREEN & VINYL RCGliS: USE BEAM TO WALL CETAIL 3.1.4 \ GLASS r:OCMS: (PART !ALLY ENCLOSED) 3.2.4� (E.NCLCSED) 3.3. 5 -�\ \��; I �✓ice' TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. L,iwrence E. Bennett, P.E. SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS / 'LAM FOR MAX. / H' / UPRIGHT / HEIGHT (h) 4 VARIES d EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.1, 3.2.2 (ENCLOSED) 3.3.1, 3.3.2, 3.3.3 1"x2" MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3-23, 24, 25) TYPICAL FRONT VIEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM * 'P/2' r 'P/2' SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H. (- SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) VARIES 17z VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) W c� ry z� L U wn P = PROJECTION FROM BLDG. LW = LOAD WIDTH i NOTES: 'P' VARIES --T 1.ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER .MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 O.H. 3.SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSICN: 100-123 130 140 150 #8 #10 #12 1 #12 TYPICAL SCREEN I GLASS ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. ,�fb1L ENO;NEE,R - CE:'ELOPkIENr CONSUL rAN r J BOX .'. 1 -13r8, SOUTH DAYTONA, FL 32,' 1 TE!_FPHCNE �386) ,'67 477-1 F \X ,386) :67-6556 :' V. ;. 3 -') N A! i't h: 'd:. ., , ',\'.. ♦ atl l'1.,�,'N .`I I V.`.I 1 !1I V SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END -OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. MIN.. 1 T a ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES ;IDE WALL HEADER ATTACHED TO 1" x 2" OPEN !ACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. ;IDE WALL GIRT ATTACHED T " x 2" OPEN BACK W/ MIN. (3) '10 x 1-1/2" S.M.S. IN SCREW ,OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" CONCRETE/MASONRY ANCHORS @ 6" FROM EACH POST AND 24" O.C. MAX. AND WALLS MIN. 1" FROM EDGE CF CONCRETE TYPICAL & ALTERNATE CORNER DETAIL' SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIl IL E:Vi;fNEE.R - CE'. ELQP%4ENTC0NSUL "Alv f P J 90X 211368. SOUTH CAYTCNA. FL fFLEPHCNF. 1386` F A\ �: Sti? '6: WY)(') SCREEN, ACRYLIC I VINY�LGLASS �aM DULAR ROOMS SECTI�N3 COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST Aiii ACHED TO BOTTOM N/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCR.EW BUSSES RISER PANELS ATTACHED PER CHAPTER HEADER ATTACHED TO POST VV/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) TYPICAL UPRIGHT DETAIL2 SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CR!1. OESF:OPMENTC;.',Vi[;L'AN T P C :loX : l-f;id9, SCUM OAYTONA. FL..i:' 1:' 1 1 F-1.EPI IONF I7Bti1 i 6,' 4,',' 1 I AX '3:6t : GI 3-17 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"' 3' 6" 4'-0`' 4'-0" 5'-0" 5'-6" 6'-0" 6'-0" 7'-0" 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b T-8" b 7'-4" b 6'-11" In 6'-8" b 6'-5" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'S" b 7'-11" b 7-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3- b 8'-9" b 8'-4" b T-11" b 7'-8" b 77-5" b 77-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'- 1" b 10'-5" 'b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 1l'-9' b 11'-0" b 10'-5" b 9'-10" b 9'-5" b T-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" bj 15'-l" b 14'-1" bl 1T-3" b 12'-7" b 12'-0" b 11'-6" b 11'70" b 10'-8" b 10'-3" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3' b 1T-5" b 16'-8" b 16'-0' b 157" b 14--11- b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b .18'-5" b 17'-9" b 1T-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3' b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3' b T-11" b T-7" b T-4^ b 7'-1" b 2" x 3" x 0.045" Snap 14'-4' b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 1T-7" .b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF Sections Tributary Load Width YV' = Purlin Spacing 3'-0"' 3' i" 4'-0" 1 4'-0" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 1 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-8" bj 8'-0' b T-6" b 1 T-1" b 6-8" bi 6'-5" b 6'-1" b 5'-11' b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b T-9" b 7'-4" b 1 6'-11" b 6'-8" b 6'-5" b 5'-2" bl 5-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 3'-11" b 8'-6" b 8'-0" 'b T-8" b T-4" b 7'-l" b 6'-10' b1 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" c 11'-5" bi 10'-8" b 10'-1" 'b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" bl T-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" [)1 11'-2" b 10'-6" 'b 9'-11" b 9'-6" b 9'-l" b 8'-9" bl 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10' b 12'- 11" b 12'-2" b 11'-7" 'b 11'-0" b 10'-7" b 10'-2" b 1 9'-9" b 9'-5" b 2" x 5" x 0.050" S.M.B. 217-8" b 20'-l" b 18'-9" b 1 17'-9" b 16'-10' b 16'-0' b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" bj 19'-7" b 18'-7" b 17'-9" b 16'-11' b 16-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7' b 8'-11" b 8'-5' b 7'-11" b T-7" b T-4" b T-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 137-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" bi 8'-4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b ;4' 0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b For 3 second wind qust at 130 MPH velocity- usinn rip -,inn Innri of 1-j; fURF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"' 3'-6" 4'-0" 4.-a" 1 5'-0" 1 5'-6" 1 6'-0" 6'-6" 7'-0 Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-1" b 7'-6" nj 6'-11" b 6'-7" bj 67-3" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" bj T-7" b T-2" b 6'-10" b 6-6" b 6'-3' b 5'-11" b 3" x 2" x 0.045" Hollow 9'-8" b 8'-11" bl 8'-1" b T-11" b T-6" b T-2" b 6'-10" b 6'-7" b 6'-1" b 6'-1" b 3" x 2" x 0.070" Hollow 1 1'-6' b 10'-8" 'b 9'-11" bi 9'-5" b 3'-11" b 8'-6" b 8'-2" b T-10" b T-6" b 7'-3" b 2" x 3" x 0.045" Hollow 11'-11" b 11'-1" b 10'--1" b 1 9'-9" b 9'-3" b 8'-10- b 8'-5" b 8'-2" b T-10- b T-i b 2" x 4" x 0.050" Hollow 13'-11" b 12'-11" b 12--1" bi 11---1" b 10'-9" b 10'-3" b 9'-10" b 9'-5" b 1 9'-1" b 8'-10" b 2" x 5" x 0.050" S.M.B. 20'-2" b 18'-8" b 1 i -6" b 16'-6" b 15'-8- b 14'-11" b 14'-3" b 13'-9" b 13'-3" b t 2'-9" b 2" x 6" x 0.050" S.M.B. 22'-4" b 20'-8" b 19'-4" bj 18'-3" b 17'-3" b 16'-6" b 15'-9" b 15'-2" b 1a'-7" b 2" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'-3" b 7'-10" b T-5" b T-1" b 6'-9' b 6'-6" b 6'-3" b 6'- 1- b 2" x 3" x 0.045" Snap 12'-3" b 11'-5" b 10'-8" b 10' 1' b 9' 6" b 9'-1" b 8' 8" b 8' i" b 9' 1" b T-9" b 2" x 4" x 0.045' Snap 15'-1" b 13'-11" b 3'-0" b 12' 1" b 11'-3" b 9' 10" b 9'-6" b NULL:>. 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CALL ENGINEER - DE VEL OPUEV T C ONSUL TAN T P 0 BOX 314; 6,9, SOUTH DAY'.ONA, FL 321; 7ELEPHONE (386) 767-I':4 FAX 1 386) '6.' 6556 IIAt11. I(%111-h'N,'1 I NNI 1 3-39 SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD )OD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME: MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES - ROOF. PANEL ROOF PANEL TO FASCJ,A DETAIL SCALE: 3" = V-0" EXISTING FASCIA #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES - ROOF PANE'_ ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTT S OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 150.0 OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t'. THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. CA IL ENG'NEE 0EVFL0P%IEN r i:ONSUL `,AN i P O BC.\ _l4368. SOUTH DAY70NA. FL J;!_! TFLEPHCNF 1386) ,"6' -1; 7.1 F )\ I N61 67 6556 7--1 11 IN 1 \ \ri A :I II N' SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.4.1 Structall Building Systems Inc. Snap & Lock 0 Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0-024" Roof Panel I . ,___ n___ Wind Region Open Structures Mono -Sloped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang Cantilever All Roofs 1&2 span 1 3 span 4 span 1&2 span 1 3 span 4 span 1&2 spar, 3 span 4 span 1&2 span 3 span 4 span 100 MPH . 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 13'-6" 15-1" 14'-7" 15'-1" 17'-9" 16'-3" 4'-0" 11O MPH ' 21'-4" 23'-10' 23'-0" 18'-8" 20'-11" 20'-2" 11'-7" 13'-6" 13'-l" 13'-9" 15-1" 14'-10" 4'4' 120 MPH 20'-4" 22'-9" 21'-11" 1T-5" 19'-5" 18'-10" 10'-8" 1 12'-5" 11'-6" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-l" 15'-11' 18'-11" 11'-3" 11'-8" 1 1T-8" 13'-2" 1 12' 4" 13'-9" 13'-3" I 5'-2" 1U_i.. 10'-3" 9'-11" 1,._1.. I 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 1 13'-9" 1 13'-3" 1 12'-4" 1 13'-9" 1 1-T-3- 1 8'-7" 9'-7" 9'-3" i T-6" , 10'-8" 10'-4" I T-11" 3" x 48" x 0.030" Roof Panel Glass Rooms Wind Open Structures Mono -Sloped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang / Cantilever Region 1&2 span 3 span 4 span 1&2 1 3 4 span I span span 1&2 3 span 4 span span 1&2 3 span 1 span 4 span All Roofs 100 MPH 1 24'- 1" 2?'-11' 27-v" 23'- 2F,'-8" 25' 9 15' 1' 13' S" ^" 1 °" %C'-„ j 1 T: 0 3'-� i_ 0 I 20' 2" 1110 MPH 24'-11"' 2?'-11" 12T 0" j 21' 24' 6" j 2 i ,a j , _10.. I 'S 4., .5, ._ 1 1c, J ` 8,_ 8„ 120 MPH j 23'-10" i 26'-8- ' 25'-9" 1 20'-- I2 2-10" i 22- 11'- a'-8" 1 i' 3" 1" 4'-C" 1 123 MPH 22'-•" 25' 7" 12-^ '9" 9'- 10; 22- j 2112''-- 3" 1.V 13, 9" .1, i 16'-0" 1130 MPH 21'-2" j 23'-7" j 22'-10 18' 20'-10" 20'- 2 3'_, MPH " ' 5 1' 15'7"140 _ 12'-8" + ', 4'-2" 1 T -8" ; - 16-2" 15 14'-5' 5' 1 100" I ' -T, 0.- 1' -2" 113'-2" 1 "-9" 4'-0„1150H14'-5" Wind Upen otructures Mono -Sloped Roof Screen Rooms MonoSloped Roof Partiaily Enclosed I Enclosed I Overhang 1 I Cantilever Region 1&2 span 3 span I 4 span 1&2 span 3 span 1 4 span 1&2 3 span span 4 span 1 1&2 span 3 span 4 span All Roos 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" i 24'-1" 14'-9" 16'-6" 15'-11" 1T-Y 19'-6" 18'-10" 4'-0" 110 MPH 2T 26'-2" i 25'-3" 2T-6" 22'-i 2 2' 2" _1 13'- i 1� 0" 14'4' ( 15'- 1 18'-G" ( 17'-5" j 4'-0" 129 MPH 22' 24'-1' j 2.1'_ 13'_7" 10' 2" 1T-9„ I , i 14-1C„ i 4, G 123 MPH 12?'-5" 23' 1'." 1 23'-2" '• '.8'-6" 20'-9" 20'-G" .'-5" I 13'-3" 12' 'C' 130 MPH 19'-9" 22'-1" 21'--1" j ?i'-5' 19,-6" 8'-10" '0'-9" i 12' 7" 11'-8" 12'-8'' 14'-2" 13'-8" I 4'-0" 140 MPH 13'-6'" 15'-1" i 14'-7" 1 13'-6" 15'-1" 14'-7" 10'-1" 11'-3" IG'-10" 11'-3" 13'-3" 12'-9" 150 MPH 13'-6" 15-1" 14'-7" 1 13'-6" 15'-1" 14'-7" 9'-5" 10'-6" 10'-2" 10'-5" 12'-4' 11'-4" 4'-G" 4" x 48" x 0.030" Roof Panel r-,­ o,.___ Wind Open Structures Mono -Sloped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang Cantilever Region 1&2 span 3 span 4 span 1&2 span 3 I span 4 T span 1&2 span 3 span 4 span 1 1&2 span 3 span 4 span All Roofs 100 MPH 27'-9" 30'-11" 29'-11" 26-5" 29'-6" 28'-7" 18'-3" 20'-5" 19'-9" 20'-8" 2T-1" 22-4- 4'-0" 110 MPH 2T-9" 30'-11" 29'-11" 24'-1" 27'-2" 26-3" 15'-9" 18'-6" 17'-11" 19'-1" 21'-5" 20'-8" 4'-0" 120 MPH 26'-5" 29'-6" 28'-7" 22'-8" 25'-4" 24'-5" 14'-5" 16'-1" 15'-7" 17'-6" 197" 18--11" 4'-0" 123 MPH 25'-5" 28'-5" 27'-5" 21'-11" 24'-7" 23' 9" 14'-1" 15'-9" 15'-2" 15'-10" 19'-0" 18'-5" 4'-0" 130 MPH 23'-5" 26-2" 25'-4" 20'-8" 23'-1" 22'-4" 13'-4" 14'-11" 14'-5" 15'-0" 1T-11" 16'-3" 4'-0" 140 MPH 15-11" 17'-11" 17'-3" 1711" 1T-11" 17'-3" 12'-5" IT-10" 13'-5" 1470" 15'-8" 1572" 4'-0" 150 MPH 15-11" 17'-11" 17'-3" 15'-11" 17'- 11" 17'-3" 11'-2" 12'-11" 12'-6" IT-1" 14'-7" 1 14'-1" 4'-0" —, ,w- N.„c, - ,.,.,... w u, r wau w,uin * overnang. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. SOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 STRUCTALL• 350 BURBANK, OLDSMAR, FL 34677-3906 LOCAL (813) 855-2627 NATIONWIDE 1-800-969-3706 FAX (813) 854-2802 PAGE COPYRIGHT 20U3 7-42 NCI 1'0 8E RFPROIIUCFD IN 6VHl:LE OR IN PAW WI I HOW D-it LAWRENCE E Bf NNETT, PE. FASTENERS SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPIKE SCREW T-BOLT BOLT ANirruno CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL SCREWS HEX HEAD TEK SCREW LAG SCREW I W/NEOPRENE WASHER �. METAL FASTENERS SCALE: N.T.S. MACHINE BOLT OPTIONAL WASHER NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSUL T AN r P 0 BOX 21.1363, SOUTH DAYTONA. FL 32131 TELEPHONE (386) 767,-4774 F, V'< (386) 161 -6556 �] c'c\P'Yf;I�:1IT:1u7:1 NOI 11' III N VAIq'I ; ( IN 'I N 'I 1 A%%I(; NCi I III NNI I 1 P ! �— r p% DESCRIPTION: (AS FURNISHED) A PAP'CE -�'�AND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, (3',L F SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 29; THENCE RUN N00'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A .DISTANCE OF 3.38 FEET; THENCE RUN N 00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 490.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"E A DISTANCE OF 50.00 FEET; THENCE S00'25'29"W A DISTANCE OF 117.13 FEET; THENCE N89'17'34"W A DISTANCE OF 50.00 FEET; THENCE N00'25'29"E A DISTANCE OF 116.89 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. PROPOSED ROSE HILL PHASE POINT OF BEGINNING LOT 10 LOT 11 �t 50.00' S89'33'46"E S89'33'46"E f 490.00' a� PROPOSED LOT 13 - tO DRAINAGE TYPE A O o M _ _ _ _ _ _ 1" = 30' GRAPHIC SCALE z tpp A T1 0 15 30 5.0' 40.0' PROPOSED 40.0' PROPOSED S89'33'46"E LOT 12 !1' a, LOT 14 Cn !V PROPOSED00- N w (� N MODEL 1965 o FINISHED FLOOR �% n POINT OF o ELEVAI TON=4IT0 � O f r COMMENCEMENT o O O NORTHWEST CORNER z Z A/ OF LOT 25. 0 - COVERED _- ENTRANCE 5.2' -� 5.0. 14.8' F .:; 0 20.0' 5.0' `�DRI VE.i• 1 LOT 25 yII 1 BAKERS CROSSING PHASE 1, PLAT BOOK 60, --------------- A`S�TY EASEMENT I,............ PAGES 27-29.` I NIO 50 00' FLOOR SLAB ELEVATION 'IN o MUST BE 16" ABOVE CHOWN PTA7-+ _ 308.D,' N89'17'34"W _ - - 501 193,' A�PINLESS RIGHT-OF-WAY tij� - OF Apt, ACE+ TRACT A OTHERWISE APPROVED UNNAMED ROADWAY BUILDING BACKS FRONT: 25' 50' RIGHT OF WAY REAR: 20' SIDE: 5' PREPARED FOR: CORNER: 15' D.R. HORTON MINIMUM LOT WIDTH 50' LOT 13 CONTAINS 5851 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 486 SO. FT. t TOTAL SOD 2986 SQ. FT. t 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 8Y 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 120289 0045 E DATED_ 4/17/95.,AND FOUND'-"''""`•, THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. - BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 13 AS BEING N89'33'46" W PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM40132 DRAWN BY: PLAN 4-24-03 JML LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH - CENTERLINE POD POINT ON BOUNDARY POL POINT ON LINE RIGHT OF WAY LINE x PCC POINT OF COMPOUND CURVATURE PROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR PD OFFICIAL RECORD PLANNED DEVELOPMENT CONCRETE. 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE (PI PER PLAT PT' DENOTES POINT OF TANGENCY (M) MEASURED TYP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER END FOUND COW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PCs PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK 50. FT. SQUARE FEET - 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 w_. LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR „ AND MAPPER. I AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy631 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 4-6 FOR THE K." FIRM WILLIAM R. &kATE LO J . PSM#49 8 DATE •. CAULK BETWEEN ONE BY CONCRETE OR VOGD BUCK a HERSvoop r BUCK BY OTHERS MASONRY OPENING 6Y ❑TMEPS MAS-Y, OPENING 9Y OTHERSCAULK. BETVEN V INDOV FL VOOD UC✓- BUCCK a �E{ 7_I/4• MIN. EMBEDMENT -(BUCKVIDTH) 'jE12E DnEnl INSTALLATION ANCHOR I ONE BY 'OOD' 3/I6. DIA. TAPCOn D BUCK BY OTHERS SHIM AS RCO'D. RIGID VINYL I/4• MAX. GLAZING BEAD (SEE NOTES) ( INSTALLATION ANCHOR (T YP.) 3/16- DIA. TAPCON STUCCO SHIM AS REO-D. BY OTHERSY 1/4• MAX. GLASS PERIMETER (SEE NOTES) (TYPXSEE NOTES) . CAULK - BY_OTHERS '1 FLANGE TYPE IIIU FLANGE TYPE vINDOV FRANC VINDOV FRAME JAMB CAULK BETVEEN HEADER VINDOV FLANGE PERIMETER RIGID VINYL l VOOD BUCK. GLAZING BEAD CAULK ( TYP.) GLASS BY OTHERS V.V. . DOv (TYP.) (SEC NOTES) - (vINDOV VIDTH) GHT). B.H. (BUCK CAULK BETWEEN HEIGHT) VOOD BUCK L CAULK BETVEEN vINDOV MAS'T.-OPENING FLANGE a PRECAST SILL By OTHERS V/ VULKEM 116 ADHESIVE CAULK. OR APRV'D. COL. SECTION B-8 FLANGE "PC PERIMETER VINDOV FRAME CAULK SILL ' BY OTHERS I a 'CAST SILL a 9 F., C A o BY OTHERS U NOTESr 0 SECTION A —A /) SHIM AS P.EO O. AT EACH INSTALLATION ANCHOR, MAX. ALLOWPLE I-- F I SHIM STACK TO BE 1/4-. D 1 2) WINDOW FPJWE MATERIAL: ALUMINUM ALLOY(6063. I / �- 3) INSTALLATION ANCHOR MUST 6E OF SUFFICIENT LTH. TO AC HIEJE / MIN. EMQEONENT OF 7-1/4 INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD 1c JAME<_. SILL MUST 6E ATTACHED TO THE SU3STRATE WNH I VULKEN 116 ADHESIVE CAULK OR A.PPROv`-D EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOP. PERIMETER SEAL AROUND W H I EXTER:CR OF WINDOW FL;NGE. f — 6) IF EXACT WINDOW SIZE IS NOT USTEO IN ANCHOR CHART. USE ANCHOR C'JANTIIY LISTED WITH NEXT LAr GER SIZE. FOP. i:-- APPROPRIATE DESIGN PRESSURE RCO 0. I / 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF AST.. E'1300 CLASS CHARTS 6) LETTER _ESIG.NAPONS ON THE TAPCON LrlATION CHART IrIDtC= WHERE TA?CON ANCHORS ARE TO SE INSTALL WHEN US::._ EXTERIOF ELEVATION AS A KEY 9) ALL FACTORY APPLIED TOLES NOT DESIGNATED FOR FA=CC�N ANCHOR, SHOULD 6F FILLED WITH #� Sf PE.N: r•. SUF'.C:Eti; I- /\ TO PROW,! -MIN. V5 IN EMPE'JM EHIF IN. Wr 1) 6U(.%. r• �— 10 -FLORIDA EXTRUDERS - -.0 -f.^ �.r. c� f Y - PRINi ALSO A.=PLIES T- i-E rL(JF.ID%. EA:RL�:_..= i5..?G ..+_ =.:.0 I r_ / I SE'IE- S:N@E HUNG 1, _ I I\ li) WHERE :rS.O':: IS IN.'A'_'.c .: ....-- .:--.,F•:f, 'NIT.: — — — Jf _ 7A SJFIC G i,. t-./- I. _. _... 1,/_ - XIJ .IvJ CONCRETE OR MASONRY OPENING BY OTHEP.S Br ]TIERS c O 0 TAPCON LOCATION CHART CALL PUCK ILOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30Ps TO 4OFS7 41 As TO 70PSF 13OP5F TO 40PSr 41 PV TO 70PSr 12 ,a I/8 . 25 8 8 F,G F.G 13 Ia t/8 x 37 3/8 6 B P,G F.G 14 1a I/8 A 49 5/8 B B F.G F.G 145 Ia I/a x 55 1/4 8 8 F.G F.G 15 to I/a X 62 6 6 F.G F.G 16 18 1/6 x 71 8 B F.G F•G.HJ 17 is I/8 X 83 F.0 F.GJ.K IH2 25 1/2 X 25 8 8 F,G 1H3 25 1/2 x 37 3/8 8 8 F•0 F.0 1H4 25 1/2 X 49 5/8 B B F,G F,C.NJ 1H45 25 1/2 X 55 1/♦ 8 8 F.G F.CHJ IHIS '- 25 i/2 x 62 6 B F.0 F.C.HJ 1M6 25 1/2 x 71 8 6 F.0 F.CHJ 1H7 25 1/Z X 83 8 8 F.GJ.K F-GJ.K 30 1/2 . 25 79 I/2 X 25 6 6 30 1/2 . U 3/8 29 1/2 x 37 3/8 8 6 F.0 F.G . 30 1/2 50 5/8 29 1/2 X 49 5/a a 6 F.G F.G.HJ 30 t/2 . 56 1/4 29 1/2 X 55 1/4 6 6 F-C F.G HJ 30 t/2 . 63 29 1/2 X 62 8 6 F.G F •G.MJ 30 t/2 72 29 1/2 x 71 a 6 F.G.HJ G F-.HJ 30 t 2 as 29 1/2 X 83 P 6 F.CJ.K F.CJ N 22 36 x 25 23 36 . 37 3/8 B F.G F,G 24 36 X 49 1/a 6 6 F.G 245 36 X 55 1/4 8 8 F.0 F•G,HJ 25 36 x 62 6 a F•GH! F•C.HJ 26 36 x 7t 8 8 F.GH.1 O.E.F•C,HJ 27 36 X 83 6 8 F.GJ.K F-G.H,I.J,K 42 . 26 41 x 25 I- a2 3e J/e al X 37 7/a 8 B F.G F.GHJ .2 . 50 5/a 1 X a9 5/E 6 9 F.0 F,G HJ 42 . 56 1/4 41 X 55 I/+ 6 E F.GH.1 F,G,HJ 42 . 63 <1 x 67 6 8 F.GHJ O.E.F.GHJ 42 , 72 41 x 71 8 8 F•GHJ O.E.F-G.H,I 42 . 6,1 a1 X 53 8 8 F.G.J.K F.GH!J.x 48 , 26 A7 x 23 8 A. FC r-G sa 3a S/9 47 X 37 3/a o A,C F.G F,GH I U 50 3/a a7 X a? S/3 2 . F,G F•G.H! a 6 1/4 +7 z 35 1/. A.0 F.GH! F.G M! 6} 47 z 62 8 A.0 F-CH,1 D.E.F-GH! 4L + 72 +7 X 71 8 A.0 F.GH a„ . 8- a7 x 63 P of F K 0 FCH. I v 32 52 1/3 X 25 a A-f F.0 F.0 33 51 1/9 X S/a 6 A.0 F.G FG.H! }< j7 5_ 1/„ x A. F.C. F-G H.1 3:5 52 1/a x 55 V+ B A r 35 52 1/5 X 62 3 A.0 F.G.H.1 O.E.F.GH! 16 s2 ,/a x 7t 8 A.0 FCH! D.E.F,GH! . 37 52 t/� x 63 A.0 F.GJ r O.EF.G K.7.K Aj J 3, SIZE NOT AVAILACLE IN )COO CR 1500 SERIES. FLORIDA EXTRUDERS SANFORD, FLOPIDA _ T.1 T_-E: il�Sl_ . _�__..�_N LI_I.--- S__ cur; S_E:_S i000 i�OO . 2000 DRAWN BY: i `.PP?OVED BY: cAEe IDIr= .-L_XGr- 1 tv F Mln En�DMEKI _ VP Max. -8 INSTALLATION CAULK BEHIND FIN SHIM SPACE ANCHOR SCREW <TYP.) HEATHER /— TVD BY FRAMING SHIM AS REO'D. BT OTHERS r OTHERS Tv0 BY BUILD DOVN BY OTHERS <SEE NOTES) 1 J CAULK BEHIND FIN FIN FRAME JAMB NOTES I TAL INSLAi [ON SHIM AS REO'D. 1) SHIM AS REO D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING ICMOR SCREW <TYPJ (SEE NOTES) SHIM. MAX" ALLOWABLE SHIM STACK TO BE 1/4". GLAZING (7YP. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) 1/4, MAX }) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. Y MD< SPACE 4) USE SILICOwZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF EKBEBICKT �SIUK WINDOW FRAME. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13WGLASS . CHARTS- SINGLE GLAZING ISQUAL SHOWN, INSULATING GLASS IS ALSO QUALIFIED. SHEATHING 6) SCREW ANCHORS AT HEAD, SILL & JAMBS SHOULD BE /8 SCREWS OF SUFFKYEN7 BY OTHERS LTH. TO PROVIDE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE 18 EXTERIOR FINISHX SCREW ANCHORS 6- FROM CORNERS AND 24" O.C. MAX. EXTERIOR BY OTHERS 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY EXTERIOR FINISH OTHERS. BUILD DOWN MUST BE Of SUFFICIENT STRENGTH TO ADEQUATELY BY OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK YTHIS 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO - BY OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &.2000 SERIES. �— vINODN vIDTK PERIMETER CAULK 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS HOT INTENDED TO LIMIT USE OF BY OTHERS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN FRAME HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS- SECTION B-B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. - GLAZING <TYP. SEE NOTES) ' IImOV EXTERIOR PERIMETER CAULK BY OTHERS .XTERIOR FINISH—� IY OTHCP.S 8 INSTALLAr ION NCMOR SCREW <TYP.) SHEATHING —� By OTHERS -FIN FRANC SILL SHIN AS REO'D.— (SEC NOTES) / SHIK SPACE EXTERIOR ELEVATION �- TVD BY F-aniNG BY OTHERS �— CAULK BC -:NC FIN F KIN. � �BtneKr—' Jo -]LEI SEC #20�2 EXTERIOR EL_VATION RNATIONAL. INC FLORIDA EXTRUDERS'SA FORD, FLORIDA TITLE: FIN INSTALLA^IICN DETAIL DESIGNER FIXED 'VINDDw 1000, 1750, & 2000 SERIES DRAWN BY:B B , APPROVED BY - DATE 02114102 (SCALE NTS JDWC.: F EEX0037 ONE BY BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L SHEATHING °LTWODD (TTPJ BY OTHERS I EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS WINDOW FRAME LEAD W04DOW HEIGHT EXTERIOR WINDOW FRAME - SILL PERIMETER CAULK BY OTHERS EXTERIOR —\ FINISH BY OTHERS INSTALLATION ANCHOR 410 SCREW BUCK WIDTH BUILD .DOWN OTHERS (A NOT TWO BY FRAMING (ALSO APPLIES i0 SILL) 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4 -. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8- MIN. 3) Tea+ INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIEVE SHIM AS REO-D EMBEDMENT MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE- /10 INSTALLATION- (SEE NOTES) SCREWS AT HEAD & JAAJBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" - - MIN- EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED- - INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 ON. FROM 'CORNERS & 24 ILL .. D.C- MAX. 'vINDOW FRAME .4) USE-SIIICONCED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL & JAMBS: -JAMB ..,.. `:�. `5) USE-SEICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF - .. WINDOW FLANGE. : - <`GLAZINGFLANGE. :. 1/4' MAIL '6) GLASS THICKNESS LIAY VARY PER THE REOUIREMENTS DF ASTM E1300 GLASS -, SEE NOT . {SHIM SPACE CHARTS SINGLE GLAZING LS SHOWN. INSULATING GLASS 1S:ALSO QUALIFIED -7) BUILD DOWN AROUND CURvED PORTION OF WINDOW FRAME TO: BE ENGINEERED BY OTHERS- BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY . TRANSFER LOAD FROM WRNDOW TO THE STRUCTURE - 8) FLORID EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLES TO FLORID EXTRUDERS 1750 SERIES & 2000 SERIES. - r 9) ELEVATIONS SHOW COMMON CONFIGURATIONS_ IT IS NOT INTENDED TO LIMIT USE OF - - THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TOALLPERIMETER CAULK SHIN AS REO'D CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000 BY OTHERS (SEE NOTES3 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE �---- WINDOW vIDTH . MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS_ GLAZING (TYP. SEE NOTES) SHIM AS REO'D (SEE NOTES) BUCK HEIGHT t ! '/' MAX $HIM SPACE EXTERIOR ELEVATION CAULK BETWEEN d WINDOW FLANGE d Q 1 L ONE BT WOOD BLOCK 1-1/4- UXENTR L FLORIDA B. 0, A. F. f n EMBEDMENT�Aj��T4m N CAULK BETWEEN �A�L'u\Urt'ILC V11.l R NAM. WOOD BUCK L "ASOMiNY OPENING ONE 6T DOD OTHERS BUCK By 071'ERS CONCRETE DR SFC T ION•! A -A \ MASTER FLAX MASONRY # 1 { MIN`.�ALL� 1_�( AHC:{OP - BY O7HE::S Jno' Ci: ICI?CON L r 1-3/8- MN. EMBEDMENT 1/4- MAX. iHIM SPACE CAULK BETWEEN. TWO BY BUCK --- . t:CONCRETE By OTHERS INSTALLATION ANCHOR CONCRETE OR 35 NASONRT ..'BY'OTHERS EXTERICR FINISH - - SECTION B—B BY OTHERS . WINDOW WIDTH A WINDOW A EXTERIOR ELEVATION FLORIDA EXTRUDERS `"SANFORD, FLORIDA TITLE: FLANGE INSTALLATIDN DETAIL W/ FRAME BUILD DOVN DESIGNERFIXED WINDOW1000, 1750, B 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02112102 1 SCALE: NTS (DWG.: FLEX0036 11 gwol �— INSTALLATION ANCHOR SHIN AS REVil ZVI I SHEATHING (SEE NOTES BY OTHERS CAULK BET DOOR FLANBY H v000 L SHEATHIBY OTHERS li�ii �i► 1/(' MAX. SHIM SPACE -�-'— DOOR V I D I H - - ' . - --- ivp BY vpOD 1-1/8 MIN- BY OTHERS EMBEDHENT SLIDING GLASS DOOR) FRAME JAn2 , MIN. EMBEDMENT TEMPERED GLASS STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER KAICAULK BY OTHERS PERIMETER CAULK BYEMPERED OTHERS LASS CTYPJ f:mil.: �'ti S- DOOR 1 ifo T': HEIGHT SECTION B-B o IoA FARUa Ll t SLIDING GLASS DOOR FRAME SILL EXTERIOR) ELFVATI❑ �� EMBEDMENT 1-1/4' MIN. 2 PANEL DCGP S:yC`1N D D I LIBERALLY APPLY — CAULKING UNDER SILL ..... OR SET SILL IN BE=: IN`.TA L eON ANFrOP. OF CON RP-T_ 3/.o Di= TArCON A sL(ili11V C IT i C O 1 20,32 t SLIDING GLASS DOOR HOOK STRIP SHIM AS REp'0- (SEE NOTES) INSTALLATION ANCHOR K8 SCREV CAULK BETVEEN DOOR. FLANGE I SHEATHING =2� SCREW • �.L.,WR Tvp BY VOOD BY OTHERS CALK.K BCTVEEN HOOK STRIP/ T B SHEATHING 1-1/B' MITI EMBEDMENT SHEATHING BY OTHERS SHEATHING , BY OTHERS TErt ER£D GLASS STUCCO OR SIDING BY OTHERS (TYP-) SLIDING CLASS DOOR STUCCO OR SIDING BY OTHERS INTERLOCK HOOK STRIP DETAIL 11 DOfR —TERIA - ALUNINtl ALLOT 6061. 2) 49 INSTALLATION SCREWS MST BE OF SUFTICIENI LENGTH TO ACHIEVE MIN En9EDNENT OF 1 -1 /9' INTO WOOD. TAPCON TTPC INSTALLATION ANCHORS AT SILL MIST BE OF SLF, ICIENT LENGTH TO ACHL'WE MIN. CH2CDNENT MS, 1-1/4' INTO NASONRY OR CONCRETE, 73 INSTALLATION ANCHOR CHART 0. BACX OF THIS SHCET- USE SILICONIZED ACRYLIC CAULK 9EHIND DOOR FLANGE AT HEAD L JAN9S. 5) USE SILICON HD ACRTLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) G EXACT DOOR SIZE IS HOT LISTED IN ANCHOP CHART, USE ANCHOR OLULNNTT LISTED WITH NEXT LARGER SIZE. FOR IHE APPRO'ARIATE DESIGN PRESSURE REO'D. 7) TOR POCKET DC SIZES US'_ CLOSEST BIPASS DOOR SIZE L COr IGURATIOH TO FIUSMED O'ENING PLACE INSTALLATION ANCHORS. IN FRONT OF IO(Y. STRIP AS SHOWN. 8) GLASS THICKNESS NAT WARY PER REOXNKNE.TS � A -TM C1700 GLASS CHARTS. 9) WOR urvlT 1S A?PROWED USI.G TEMPERED GLASS IN SINGLE GLAZED DR INSULATING GLASS. 10) JAHB / SILL CE_NE?S ARE TO 9C SEALED WITH A SHALL AIM) SCAN SEALED 11) SNIH AS REO'D. AT EA. SET ti InSTALLAi1GN ANCHORS. Max. ALLOWABLE SHIN STACX TO BE 12) ALL INS TALLAT!CH ANC.'UF.S —ST BE WADE 6 CGRROSTDN RESISTANT HATE?IALS. I7) WHERE 'X• RE?RESCNTE MOWING PxMEL AND 'O' RE?RESENTS TIxED PAMCL APPROVED CONFIEURA TIC— ARE AS LISTED ON ANCHOR C—PT rya BACK OF THIS SHEET, N NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWE`/ER INSTALLATION SECTIONS -A-A'- '9-9" L HLJK STRI? DETAIL APPLY TC INS IALLAi1CN OF ALL MPROWED CONFIGUP.:.TIG S IS) FLORIDA EXTRUDERS 1000 SERIES SLIDING U-ASS DC9R +S SHWN. THIS PRINT ALSO APR)-IES TO 2CM SERIES AND 500 SERIES. P.EVI DESCRIPTION DATE i INi �- L O P I D A IN EXTRUDERS SP.NFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH r8 SCPEWS ' Do•WN BY:B3 I APPROVED BY: I I I ATE: 12/17/01 SCALE: NI` IDWG =FL--TN27 i:'+i Q� JQ�E T Al � PiSTA.'—ATIGN AN-C',-4CR 3/*61 r,.TA. TAPCON' AND'C' -ExTERNAL eULLION UISTALLATMJ4 CLIP MULLION 1 1/4, P.M FMIKDHENT 'AT, A\ F..7 A SILU YP.) u ge X 3/4 SELF X 2/4 SE'LF iArSMS ViElt"EC FROM -x-ERIGR TAPFING SMS x 3/6 90C, S.H. SEi�T!Q-N A -A (7) —1 X 4 / U.- — L; 10;' TERNATIONAL, INC IFLORIDA EXTRUDERS I'N SANFORD, FLORIDA i fine, 1 TITLE: S,-P. _j F-1 ki s s 41 i u APPROVED BY: DRAWN BY: MS' -;nn,) :nATV-P, 1::,. r)lffG.: ,a MIAMI.OADE NIIANII-DADE COUNTY. FLORJ ' METRO-DADE FLAGLER BUILD', s BUILDING CODE COMPLIANCE OFF METRO-DADE FLAGLER BUILD .140 Wl T FLAGI.Elk S'Ci21.,m-, SUrlli MIAMI, FLORIDA 33130 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (303) 375.: Premdor Etitry Systems COKTR ACIWIt 1.1ct:rrsl,NG SUI 911 E. Jeferson, P.O. Box 76 (305)373.2327 FAX(303)373- Pittsburgh ,KS 66762 c:oN•rnutc�rott t:i,rottra:au:w•r mvit (305) 375.7966 FAN (305) 37S- 11ltnUUC r Co,1,Hot, WN.1t (303) 373-2901 VAN (ins) 372. Your application for Notice of Acceptance (NOA) .of Entergy 6-8 S-W/E Inswing GIaicd Double w/sidelites Residential Steal Door urdcr Chapter 8 of the Code of Miatni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. If product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South Floi Building Cede. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04102/2006 Matti twar:Suez Chief Product Control Division THIS IS THE COVERS IJEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 13UILDING CODER PRODUCT REVIEW CONINTITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Build Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions Forth above. Francisco J. Quintana, R.A. Director Miami -Dade County rt!'I'RrJVCI): O�ir'a,5/200i Building Code Compliance Oflic 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, 200C approves a residential insulated door, as described in Section 2 of this Notice of Acceptz designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 2= not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-W/E Inswing Glazed Double 'Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the folloN documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as sliown i approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is it}stalled.ir non -habitable areas where the unit and the area arc 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 inttallation of this unit will require a hum, ptotection system. 5. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies oI'the 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 on-teiat or the South Florida Building Co, (SFBC) in order to properly evaluate the install ion of this system. Manu 1 Pcrcz, P.E. Product Co C Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting time evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any revision or change in time materials, use, and/or manufacture of the proddct or process shall automatically because 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 time following shall also be grounds for rcmoval of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by tho words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by time manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for ternmination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OF THIS ACCE1P''ANCL: A Manu Pcrcz, P.C.; Product Contr xam Produ 'ntrol Division s COP-WL-MA0100-02 _ x FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing ,• X 1 I 2'0" 1 1 COP-WL-MA0141-02 r. l r 02-0419.08 (Application Filed) t, 52.0 ,. NO TV 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — ,. , NO X0, OX, OXO 2'8" + 1'0" 1 1 1 -fit COP-WL-MA0143-02 tl' 02-0419.08 (Application Filed) r• 1 52.0 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + IT COP•WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO J 1'0" + 2'10" + 1'0" 1'2" + TV + 1'2" J 1'0" + 2'8" + 1'0" 1'0" - 3'0" + IT" 17' + 2'10" + 17' 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 NO I 1 2'8" + 2'8" 21C" + 2'10" 3'G" + 3'0" 1 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2.8" i 2'8" + 2'8" + 2'8" 2'10" + 2.10" + 210" + 2'10" 3.0" + 3'0" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under 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 bui?ding codes specify the edition required. Masonite in:erna:ional structural, cyclic, air, %valer, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, :�?,012 & PAK3. Oakcraff 1'11, 1�kCI.A iI kw TI[Y 11009c nbn.i.wW/Wg4µ&yy Open Q ZO 29. M2 - o.."', o.pn omcoauw:yonwrmnotoRuam00,tmrnln,Aualocarotrons.aeipn7n0o•aa�n Masonite International Corporation ocl]il :ulrj[U Ip [nmpe w0ou1 noli[Y. It Glazed Units I• X X0, OX, OXO XX, OXXO C0P-WL-MA0100-02' ' k FIBERGLASS DOORS 6'8" Height — Outswing TV COP-WL-MA0161-02 02-0418.03 (Application Filed) 55.0 NO 2'6" _ 2'8" 2'10" 3'0". TV Not Listed Not Listed — - I I 2'8" + 1'0" I I COP-WL-MA0163-02 nzz�.IRalling 02-0418.03 (Application Filed) ImpW 1 55.0 NO 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 3'0" + 17' 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 (Application Filed) 55.0 NO I I I 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IV' + 3'0" + l'0" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6'' r 2'6" - 2'6" 2'8" + 2'8" + 2'8- 2`1G" + Y10" + 2'10" i 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 (Application Filed) 55.0 NO TV + 2'8" 2'10" + 2'l0" 3'0" + 3'0" TV + 2'8" + 2'6" + TV COP-WL-MA0165-02 02-0418.03 (Application Filed) 55.0 t NO 2'8" + 2'8" + TV + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" i 3'0" + 3'0" + 3'0" Notes. 1. Occr a. mngements using fewer panels than wha! is sham in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite in!arnstional website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite Inlernaliona[ website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic location is determined by 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 Miaml-Dade 6CCO protocol PA201• PA202 & PA203. AR.:. _,eft 1 . I,. ::J Al< F..NI A 0001R.1 -,M1T " Ab.,U..%n.., O..::: To",i..a•..." Oar rmronu:ap 00901" of aoc a :n,pmML.a makes uea+icuions. aesion +na ;.oe.n . M 414A .ettw to Change r41m4 ovtt. i Gla7ed Units _•-GOPVL-MA0100-02 - x FIBERGLASS DOORS 8'0" Height — Inswing X ski 1=0 M. 2'0" COP-WL-MA0146-02 02-0423.01 (Application Filed) 40.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed — — s•Mulliples i i X;". OX, (width)s 2'8" + 1'0" 777 COP-WL-MA0148-02 (Application Filed) 40.0 NO ! i 2'8" + 1'2" 2'10" + 1'0" 210" + 17 3'0" + 1'0" ! 37 + 1'2" + 17 COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 NO 1 1 1'0" - 2'10" + 1'0" + 2'8" + 17' _ 1'0"+2'8"+IT 1'0" + 3'0" + 1'0" 1'2" + 2'l0" + 17 17' + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'i;' +'s'0" + 3'0" XX, OXXO 2f8" + 218„ COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO TV + 2'8" 2'l0" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 2'6" + 2'8" + 2'8" + 2.8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels Char, what is shown in the above chart also comply under the product approvals shown. 2. AssembPj detai!:> are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. !nsta:'ation instrectio ns are available from the N'.zsonite Internaticnal website (www.masonite.com) or from the technical center. ;. Actua: design pressure requirement for a specific cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for b6dings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O ak .r"aff ARTEK" A;-d 23, 2MZ 6cf tWWI9 fy Dfc;' ]n DI DfDdu(f impfo4c"Ot "'aw Syc:BL;:;grs. «sqf ::.7'I'x.n Masonite international Corporation Glazed Units n 4' 0P'.WL-MA0100-02' FIBERGLASS DOORS 8'0" Height — Outswing 1SinglesI X 2'0" 1 1 1.1' I 02-0423.03 COP-WL-MA0166-02 (Application Filed) 1• I 47.0 1 1 NO _ 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed — — 1 X0, OX, OXO I 1 2'8" + 1'0" 1 IM111P COP-WL-MA0168-02 M1,11' 1 02-0423.03 (Application Filed) 1• 1 47.0 t 1 NO 2'8" + 1'2" — 2'10" + IT 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201. PA202 & PA203. 0 O akcxaff Wn ,.Iyf a.n 'rc acal AR EEC" Eacruf.ely l.om Fffi f.. '_ASS HN'rMY DOOKS NwwT ao.nAfirEbu E^"f Donn /�/�C,, ❑ L S Apfif 29. 2002 0w cononu+rp propnm of product improvemem makes specifkaieons. design and produm -detail SAW 10 cnonpe with... nonce. Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing X I IIT,1MI 2'0" MR.I II COP-WL-MA0101-02 01-1031.01 I 76.0 1. 1 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed — — I' X0, OX, OXO 1 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 (Application Filed) t 1. 55.0 1 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 3'0" + 17 IT" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + TV 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" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR! EW m FIKF'KrLASS FN'IKY,130OKS Nee.T­ F.w.. t—Doer p�C.' Q r AL/�", VYi���1_1,i.H " 0"a • Oee., AON 29. 2002 Z conuwmo omonm of orodua non—ment main soecei"ions. desgn and modua Masonite International Corporation aelaa suoKa 10 cnanoe wnnout noz Opaque Units FIBERGLASS DOORS 08" Height — Outswing I 2'0" 2'6" X TV COP-WL-MA0121-02 2'10" 3'0" 3'6" Not Listed 01-1031.02 76.0 Ill. 'I NO Not Listed — ENZWE 55.0 — NO Arrangement X0. OX, OXO Multiples (width) 2'8" + 1'0" COP-WL-MA0123-02 0 IF i Mi 'Fri 17TEIA 02-0109.09 (Application Filed) 2'8" + 1'2" 210" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17' 17 + 2'8" + 17 COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 17 + 2'8" + 17 1'0" + 3'0" + 1'0" 17' + 2'10" + 17 17' + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 210" 37 07 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak aftcd AR EW A.r Tc FINFMG,.ASS FNINY*DOO-S NonT ea"W Fb-r— I -- Doan AWil 29, 2002 Our commuinp program of orodW imorm,emem makes s0ecilicalions. design and oroducl oebd suolecl 10 change wilhow nolice. E •<lu•i•<le I.om Masonite International Corporation Opaque Units . COP-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing ,• X Singles, 2'0" , , COP-WL-MA0106-02 I.,• 1 02-0109.08 (Application Filed) , 70.0 t. •, NO 2'6" TV 2'10" 3'0" TV Not Listed Not Listed — — 2'8" + 1'0" COP-WL-MA0108-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 1'2" 210" + 1'0" 210" + 1'2" 37 + 1'0" 37 + 1'2" X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 17 + 210" + IV' 17' + 2'8" + 17' 1'0" + 2'8" + 1'0" IV' + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17' + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 210" + 210" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Wj raft AR EK'" <<. F,, V.G,.ASS EN',"HV n54S Non-T.yl. F.-, "en"De Amd 29, 2002 our commmno o,og,)m of O,oduci vno,ovemem mikes soecilicaimm. aes.gn dna o,oautt aeuA suolect to Change without nonce. Masonite International Co�porat�on -j FIBERGLASS DOORS Opaque Units X 1 2'0" 2'6" 2'8" 2'10" 3'0" TV 2'8" + 1'0" 2'8" + 1'2" 210" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 ,0 MP , COP-WL-MA0126-02 Not Listed , COP-WL-MA0128-02 II' 02-0109.07 (Application Filed) 8'0" Height I• , 70.0 — Outswing , 1 NO Not Listed — E1 M = 02-0109.07 (Application Fled) 55.0 — I. •1 NO X0, OX, OXO 17+2'8"+IT COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 17 17 + 3'0" + 1'0" 1'2" + 2'10" + 17" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 1. 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akgraff AR k EKr" f .<lu.i.ely Iron FIHERGLASS EN'I KY DOORS N T"wnd Ee.q.H En Ooon �FI:'�✓van(..✓� /.i�' a AV 29. 2002 Our continuing oroor 01 product imgro.emem marts specifications. design and!product Masonite International C o r p o r a t i o n detail sutilect 10 cNnoe'ahout notice. x Unit Ns� TYP. < < TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. .I I 11 I rl • Width of door unit plus 1/2" • Height of door unit plus 1/4" t r MID-WL-MIA0001=02 ' _ Y �, SINGLE D•• Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include H8 and X10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and 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. April 29. 2002 Our com,nu.n Masonite International Cor oration q Oragram or Urodua �mgrgvMlM1 makes SgtediCalgni. P delpn and Orodua load Wb,fti 10 mange .4houl notice. XO or OX Mid t Unit SINGLE DOOR WITH 1 SIDELITE 3• 6' 6' CL TYP. TYP. TYP. TYP. 'UNIT 8V UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 0,71332�t� • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • t t l I []-M • 1 • Width of door unit plus 112" • Height of door unit plus 1/4" I 1 t f t t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Alltd 29 20-32 Masonite International Corporation Ow coma-:,q a,a7um of p,000a •,,,a•o.cn,rnt nukes sucnt•alas. kws a"c X%c Cl dead s„olecl 10 Ena"Qe wdnoul w0ce. 0x0 1 'II1' 1 Unit ' SINGLE DOOR WITH 2 SIDELITES I UNIT 8'0' UNIT 15/16' 17-118' MAXIMUM ON CENTER TYP. MITIf • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rcu6h Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" I i t IF t t t t t t If Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" 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. April 29. 2002 0m cann,,.,a a,u9,�,n o� moo„;:., ., .e.unu nutrs soeo,cnm��•. o-un anc —aun scud wweu to :ry,ge wdnoul W-U. f .<lua.ely from Masonite International Corporation ' OXXO 'III Unit ' DOUBLE DOOR WITH 2 SIDELITES 6 3 6' CL TYP. TYP. TYP. TYP. a 6' TYP. r6'8" UNIT 8'0" UNIT 13-15/16" 17-1/8' MAXIMUM ON CENTER TYP. � 'r I 11• r 1 • 6 per vertical framing member • Width of door unit plus 1/2" • 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS.COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E a<lufively Irom April 29.2002 Masonite International Corporation Our ConlinVuW pro0nm of prod"a morovemem makes SD-I-WS, des.p• and p.oducl delad subµYl to Cvnue wi1110ul WICC I XX COP-WL-MA0142=02 Glazed Inswing Unit APPROVED ARRANGEMENT: O FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit size = 67 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, slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeh 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: goao oa 00 00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: El 00 00 00 00 00 0o 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA- 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be usea In the following door style: Eyebrow 5-panel with scroll. Oak raft AR EK" a. �....,.,.em wood.0 Te.r ur<.I IAUI:M(:LASASS tNl Nl' DOORS tbnT..aw•d Fip«Nrr Emry Door April29.2002 Masonite International Corporation Our continumo mogram of oroouci an ,ovemem mates swdicat,ons. lesion and oroduct detail sublta to change wdhow nol•ce 4 v v ' 1 t t Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 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, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated _ glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 1 EKC I�1tlLN(�l.\.\.\ l:l`+I-H 1' I)1111N\ Na•�T<.uweE E;pe.Nau E�•vr Daon April 29, 2002 Ow conlinu•np orogram of droducl vnorovemml makes Sottdicaliom. design and product detail SOM01. CNa gt wilhow nolae. Ea<Iuliv<ly lio•u o. Masonite International Corporation- XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 o . FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". 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 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-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 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n n El 00 00 00 00 00 a0 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series- -This glass ijl may also be used in the following door style: Eyebrow 5-panel wilh scroll. �Oak,craff Aid 0 EEC" I101I yLASSL 'Icxrurc.l 1'IULIt(�L.\�l LIM1-rN\" 111)IIH1 r.bn4•uw.d Eperra.a F,Nrr 0— April 29. 2002 Om conlm„�n, p QV 11 of oroaon miO.OaMRnI Takes SaCCdWIronS. O-Q. a'+a u ONCI aeraa swjea a —nue wanovi noece. 'A E .<lutare�y/rf �/49 Masonite International Corporation • or • COP WLMA0143 02 $` Glazed APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a as 00 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a a 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed. of 1-5/8 laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 4�'f /Za 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oa4.raff BAR k iEW r,r lrlwt:t. \��Lv'1'It 1'`Ilrl<IH� Mw�-Te.wrW fAer�aa. E�u.y f.Mor. April 29, 2002 Our conumm,,o prooram of proouCl ­010 1 makes somifiawns. oes,gn ana omaucr 7C1Ju s':i'ecl 1. 0,rgl wnnoul nol,ce E.al�l�vely .ruin Masonite International Corporation r — — -- OXO Glazed Inswing Unit APPROVED ARRANGEMENT: a 0 a COP INL=M1A9.0- f ` P Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 9T x 6W 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. slate 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: as any on 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n F1 Ou N 11 00 00 00 0n 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 fUL, 24 H/L 107 Series' 108 Series 304 Series Series' Tins glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AWk EK'" I UL N e: L A.\1 L N I It" 000.1 Non.T..,. 1Fiee.Nu E."D- (()�())`,,MA' ❑ A April29,2002 - Masonite International Corporation Om [onunu ng program or oraaua mlprovement makes spe f.cai ons. des.gn and Product aeon 5u01K1 to cnanoe wahout nonce. Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: FULL : 404 Series wooeries | /9x°es ,wm/o ,mxeries ^wSe^es mwSe^es / m"es APPROVED 30ELRESTYLES: /29owes moSe^° 12A, 12L, zmzu «mxeries 152 Series /49oeries 109 Series ,ou,22Series mmSen= ~ CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, PE/2O224 Unit Tested inAccordance with Miami -Dade BCC0PA2O2. 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 inarigid plastic lip |itesurround. Frame constructed o/wood with onextruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH 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 ofFlorida, Professional Engineer | KurtBaUhxmr,PE.—Licono NumborS8533 } m� | iOak raft ARkEK � ' design and p(oducl detail SubjeCl to Change without doliCe, ` . / ___] OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: << _.., o w o . ;COP�INL MA0145¢=02 ° � '° 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 Maximum unit size = 12'0' 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-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 0 00 0 00 00 D00 on 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n n 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak ref AR k EK - cvlur<d rrnene:LASS LN'IaV 000uS NorvT .wM F6-0—E.n.r0— April 29. 2002 bw conl--ng prog— of p,oavi -9,Q eTenl Takes SONd,cj1—s. de Npn and woducl dead suo,ecl lU cnanpe wdnoul ..'— o�. r o. Masonite International Corporation OXX0 Glazed Inswing Unit APPROVED DOOR STYLES: 3/4 GLASS: a ao 404 Series FIBERGLASS DOORS FULL GLASS: oa 410 Series 109 Series 114, 120, 122 Series z. 152 Series 149 Series 300 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 Cade, Chapter 17 (Structural Tests and Inspections). �� / &EX�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EEC` 1'1nl:Nlel.\-\\Lr<I Nl IlN.1N\ No-.-T.-fL«N.. b."Dow. April 29. 2002 Our coMmuing wognm of olooua unorovemenl makes soeal."...s. design and onoucl detail subject to change without nol2e. E�� E.clu.irely Irom Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: C9P-WL-MA0147-02 K= 810" FIBERGLASS DOORS O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door 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 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: as as 822 Series 1/2 GLASS: El as -404 Series 108 Series Oak raft AR EK" FIIILNC:LASS LN'IRY UUVNS —T— Em„0— PREM a?rrl/. ✓,a„. n Or• Apt 29.2002 - Masonite International Corporation ' o,, Cont.n ng ,,g,jm of product nnxQo emeni makCS spCCitiCations. design and Maouct oeta.t Suoleci to cnange rdhoLd notice. I[ XX Glazed Inswing Unit 810" 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-OADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 1 EK" Wand- r..n "re ..ur.A IIUL N(�l\l.i l: fi1N\ 1,�1.)N.� rewrT .e,rW f.w.rau Env, Doen April 29, 2002 Our conUnuwnp p(o0tam of d(odutl nooro.emeat makes ipecilicmlons. design and o,udud defail WNW io mange wanom n014e E.<lufivelr Lom �FJi'i van �.// ✓:,,, a •n Ou• Y dee•. Masonite International Corporation r XO or OX a • ' Glazed Inswing 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 87. Single Door with 1 Sidelite Maximum unit size = 6'0- x 87 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-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: MM oa 822 Series 1/2 GLASS: E a ao 404 Series 108 Series Oak raff AR T EW f.,,�,;.�,. ,.•- rnufucr..4 C\ LV'1'N\''nnneS fbn.A.ur.a rA..V.n E..vY Dee•+ Mq" ❑ f- I'0 PREM.... 6..�/...r„• Apol29,2002 Masonite International Corporation 0., C, ,,, mop,- of (Maa.Q .�+orovrn,rn, mates SO�adaa,ons. despe and p.odoc, ae', $..'W w uunee ."W.( —.ce. t .J r XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: COP-WL-MA0148.02 8'0" FIBERGLASS DOORS . . 0�' 300 Series a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'" I OLRCLAtS LNIRV Il( OR% _­ F.-V.. E. D.— April 29. 2002 Our contmuino Dmoram at Drod,a im Drovemenl makes SDttilicalgns, design and DroduCl dew suoleo to change -now nonce. E•<IufivelY from PREMDC:: i,1/ l- Masonite International Corporation OXO Glazed Inswing Unit 1 * 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. - Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: IIII] 00 Do 822 Series 1/2 GLASS: 00 404 Series Oak raft AR _ I i-;kr:L-%S 1.1"1'.V (101-1 —T.— —,— Envy D— April 29, 2002 Our connnumo 01oolam 01 oloauu x1D—tmem T keS SOerdiGlg05. deSIP AMe100W deti'j Subied 10 Ch3noe wiihoul �01.Ce. 0 108 Series E.clu.�vely ..am PRE ,' 09 r,Ary i. ❑ Masonite International Corporation . ---_ ... _J r OXO Glazed Inswing Unit COP WL-MA0149-02 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: C� a 810 Series 300 Series APPROVED SIDELITE STYLES: ate. f 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK' wood.PM'11 <A 1=1ULMOL ASS LN'1'NY UOONS-T..v.eE Fa—,- furry Uoeri April 29. 2002 Our continuing program of prooucl improvement makes swilications. design and product detail subject to change without notice. /�)C,, fulutiv<Ir from r ALJ�"I van i.✓��i❑ /� � Masonite International Corporation I _ Y OXXO Glazed Inswing Unit .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: r'* r r ; 'MM 0 -' 0 JI 3 r Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 810". Double Door with 2 Sidelites Maximum unit size =127 x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 404 Series MI as as 822 Series a 108 Series Oak raff AR 4 EK" ErClu s.r<ly 1•om V-11 OLASN LN'r 11. DO N.s Nw.Te.ew.d F-,,.0 Env, 0o C,' a + Ors i•y Ooar• April 29.2002 Masonite International Corporation Om comfnumy DyoQ— 01 Orod,a +mo,ovmtnl mates SMilicalmnS. devgn and oro0ucl delad suoinI to Mnde without not,Ce- i i _ OXXO Glazed Inswing Unit CORML-MA0150.02 8'O" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W • Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 1 Oak raft AR k EK" 1:1/ILRGLASS LNI RV Il NS _-U.—Fpe.a1."I.—Dow. (�/�e,' ❑ �^ + Ou• F Oee.l April 29. 2002 un 0., contmg p n"' of p,od,0.mprov ,h1 makes speC6U1oni. deSion and product Masonite International Corporation dtlDit suolea to Change withow noble Glazed Outswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 ... _ 0 i k� Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. j 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: as oo oa na as as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n a M M na as oa on on nn 105 Series 106, 160 Series' 129 Series' 12 RA, 23 RA., 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O ak raft AR EK" t.<laf;vtly ,ram I,IIf1:HCLAS.0 LP'1 H 1'1D—)NS f—, Doan PRF�t1 ��n''//,✓'.,, ❑ /"® rICJY' rr///ll//// y Apfil 29. 2002 m O:• Dearf Masonite International Corporation Our C.I.-no DrpOr)m of Dro&0-arOvemenl makes SDttd x.m. des,gn and 910dv0 Otu�l SVUKCI 10 <nangt wdDOv1 D01{f _ xx Glazed Outswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 130 404 Series 410 Series 109 Series 114, 120,122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. I Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" ' wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. ' - PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 Oak raft A -k EK" IAULNCLAS_S LN I Ml'`U—KS Non-T—d F—j—Envy Door ❑ /,. April29. 2002 Masonite International Corporation Our Connnu�ng program of orda"10 / p,ovement makes SDeCd,Calion5. design and otodUCl dead sunieci 10 mange wnnoW no"',. __J XX t l a-02 Glazed Outswing Unit .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0" x 8T j 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: IZID no as 822 Series 1/2 GLASS: 0 as 404 Series I Oak ra w...d. r< <aft AR EK`� 1:16CkGLASS L N'IKV DOOKS Non-T.o...A Fpe.r.t. Envy Door Apn1 29. 2002 Oul Cora-,noprogram of plooua nlp.ovemelll mates SpeCdKllgnS, oeS.Un and pfoduCl dela.l Suolecl to Cnange wiMdU1 nolK 108 Series C,' F.elu a.v<ly I.om Masonite International Corporation I 4 3 2 1 R KI REVISIONS STEEL S N) 4 STEEL SKIN) AND RE �� �� a eoE °�" REV. N0. ZONE: DATE: ECN N0. APPVD: DESCRIPTION oPnoNu ssa cL.aS OR A 1 82 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT ACRYLIC UT8 AVNIIBLE (SEE SERYLIC UTES A A YHORIZONTAL TRACK SUPPORT MBY 20 GIN. ENO STILES ATTACHED TO DOOR DOOR INVALLER (TO .0 SKIN WITH PATENTED TOG-L-LOC SYSTEM crop. BOTTOM & CENTER). NEW B' 13 CA CALV. STEEL ftAG BAMB I (3� 5/18-xl-EDS/B' w000 LAG SCREWS. LISTED WZ: DOUBLE Is TRACK ONFIG LOW IEIDROOM S Q C AVAIAHE AS AN OPTION F C NEW 'Cl $ H�T IL' \M ne 2' GA.V. STEEL TRACK. 8 @qy MIN. TRACK TMCNNE55:.060' tE 1 8 88 \\ 1 (LOOKIH> Q O TYP. 2-1/2'./2 GA GALV. STEEL TRACK BRACKET.POSTxm TWO POINT LOCKING� (4)-TRACK BRACKETS PER SIDE. ' TM � IHTi TOP BRACKET REPORT#9606C H0RZ0NT� J) -� 0 20 CA U-eALS LOW DOLHE IBiLOflOD1I�OPf10N PATTERN (LE TWO U-a'm ' ON BOTTOM SECTION, ONE U-BARS ON ME%r SECTION, ETC.) /14.3/H'TASHEET METAL SCREWS LOCATKW OF OPf1011AL VENTS ... A OPTIONAL OUTSIDE KEYED LOCK POSTnON MAX. DOOR WROTH - I6'-0' O O ACID NATIONc - A4 RP'aJ 4' SEWS - SCREWS. ){ GL END WNCfS 18 GA IH1ERufnM11' NWGF NOTE 1:��- DOORS VP TO 7'-f' FKCFi CONSIST OF (({) SECTIONS (SHOWN)). FRONT FRAME WITH U.V. WASHER REWIRED. LAc°N 1SCREWSCENIERS. I COUNTERSUNK DOORS OVER 7'-0 HIGH CONSIST OF (3) SECTIONS (Nor S110W11). COATING ON OUTSIDE SURFACE (BUT NOT REDURED) TO PItONOE A F1J15N CIO '= STOP YWLOINO BY DOOR P/STALER (TO SUIT) SURFACE NOPoZONTIL AAAIBS DO NOT 7RAISFER LOAD. 20 GA MIN. GALV. STEEL END STILE 2.6 YELLOW PINE JAMB j 7 2' NfX 18�°ACRY°C LITE 10 c PFW 20 CA GALV. STEEL ENTER. STILE Dow uTE MOLDED INSIDE / SECTION R-B 12 CA GALV. STEEL TRACK / LITE RETAINER BRIGKEIS FASTENED TO WOOD .WABJ 23 GA YIN. STEEL /8.J/t' PAN HEAD SCREW WITH ONE 3/I6'.1-3/8- LAG SCREW SKIN COATED YKill G-40 MIN. (IO SCREWS PER LITE) J 8.4 SLEEVE AHLTIORS ON 21 CENTERS (C-90 GALVANIZING. BAKED -ON PRIMER. BLOCK) 0R 2e CENTERS (2-W P51 MW. CONCRETE) OR PER TRICK BRICXET. AND A BAXED-ON POLYESTER I/4'ri' TMCON SCREWS ON 1]-1/2' CENTERS (ZOOO 7/IB' I.O. ROUND T TOP COAT APPLIED TO BOTH SNAP *W ENGAGES PSI YW. CONCRETE). WASHERS INCLUDED WITH FASTENER (ONE PER R(KIER) 18 Gl CILV. STEEL CENTER HINGE SIDES OF STEEL SKIN. 12 GA GALV. STEEL TOP 0 VERIIGL TRACK. SL E,, ANCHORS, /' O.D. MIN. WASHER REQUIRED 2' CILV. STEEL TACK FASTENED TO 14 CA CALV. SiFE1 ROLLER HI iASTElI TO INTER, STIES W 4) ROUER BRACKET. EACH WIIFI TAPCONS. ANCHORS MAY BE COUNTERSUNK 1{.3 8PICKET ATTACHED W/(4) EACH SIDE OF DOOR. BUT NOT REQUIRED) TO PROVIDE A FLUSH 12 GA GA.V. STEEL TRACK BRACKETS. FASTENED TO END SOLES EACHNGWE/$({) / 8' SHEET. MEVL SCREWS. INTER. STILE ( TRACK ATTACHED TO EACH BRACKET //14d((8' MEET METAL $CREWS AND i/4.5/8' SHEET METAL MOUNTING SURFACE NOFUZONTA. JAMBS DO NOT WITH ONE 1/4-.3/8- BOLT A NUT (4) 1/{'.3/4' SELF TAPPING SCREWS PER ENO HINGE SHIP LAP JOINTS. SCREWS.- TRANSFER WERE. OR TWO 1/4' qA RIVETS. OUTSIDE KEYED -� tNNOIE END ENO 2- DLA. SHORT STEM, TO BALL STEEL ROLLER. I{ GA GAIN. STEEL rnLL STU `R ('0 MARK WESTERFIELD. P.E. ENO HINGE. EACH FASTENED 7D EN O INTERsnLE. PREPARATION fY JAMBS BY OTHERS. FLORIDA P.E. /48495 STILES W/IA) /14.5/e' INSIDE HANDLE rnLL - NORTH CAROLINA P.E. /23M2 SHEET META. SCREWS 3' TALL U-BAR R (4) 1/4'xJ/{' SELF OUTSIDE KEYED LOCK LOCK BAR 20 GA GALV. STEEL TAPPING SCREWS. SNAP oral LDKX OPTION ENGAGES IN DESIGN LOADS: +24.0 PSF & -24.5 PSF MIN. YOID STRENGTH: 50 K51 OUTSIDETRACK ON NOTE 2 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS EACH SIDE SHILL BE THE RESPONSIMUTY OF THE PROFESSIOFUL OF TEST LOADS: +36.0 PSF & -37.0 PSF -d J' J' TALL . 20 GA. GALV. STEEL U-BAPS ENO SLIDE BOLT 'MOLE OF DOOR. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE IN ONA 2-1-2-1SECTION, PATTERNPON ONE(IU-EAT U NOR rnlE gyp S _ WITH CURRENT BURRING CODES FOR 711E LORDS LISTED ON aOInK.1 OR+AWICa ARE 9G1m w eUIE -r SECnoN ETC.). EACH U-BAR ATTACHED INTO TRACK. ONE NOTK£ THIS DRAWING, wK'nN A IIAYD SEAL iYAmsa). PART NO.: - 1600 WI7H 1/t'.S/t' SELF TAPPING SCREWS LOCK ON cw,ra.nlM/P.opd.L«y FI«moYon UPleaa Slated Othenviae Cincinnati, Walnut A Suite 202 PER STILE LOCATION. EACH SIDE a CLOPAY &YDING PRODUCTS CD. TOLERANCES.. IDEAL Cincinnati, OH 45202 OF ooal. =1,. a1.a'�..d. — .0 = f.03 eum mmcmmuL FED No. 1-513-�62-� INCIDF 4� nOLT ala6w.e.a .00 t.015 SECTION A -A (SIDE mexl OCKa Angst m Pd« .aA..�,L fw. m DESCRIPTION: MODEL 6RST W4 16-0 K 8-0: 24/-24.5 DESIGN LOAD .000 = t.005 13 GA GALV. STEEL BOTTOM BRACKET. / rgexty M« e.r d.n,ea« eed .0000 = 3.001 DRAWN BY: BMM DATE: 4/18/00 SCALE: TUTS DWG. ATTACHED WITH (2) /14.5/8- SHEET METAL SCREWS. 1 -, Iw... =„dwy memA«,A. R ALUMINUM EXTRUSION C Third Mg le Degrees = t1/2' CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE 1J h WNYL WEATHERSTRIP, r - Unleaa stated Oth—is!, PmjectioD aMENSIONs ARE 1N wcHEs. DWG. NO.: 102138 REV. NO. 1 D C A 1+ MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) (1) INTERMEDIATESTILEATTACH AND URETHANE AD ESIVEO(ALOTNG EN EIS) • eO LISTED OPTIONAL OSS GLASS OR 1/8' ACRYLIC LIES AVAILABLE (SEE SECTION 8-8) 20 GA MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM— m A TOP, BOTTOM & CENTER). REPORT#9606C 25 GA. MIN. GALV./ LOCK POSITION STEEL SKIN COATED WITH A BAKED -ON PRIMER, (BOTH SIDES) AND A BAKED -ON POLYESTER TWO POINT LOCKING TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ONE 3' TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. ENp SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL WTRACK. ONE L REVISIONS 1 ) A4 1 11/00 1 - I MWW I QTY (1) WAS (2) FOR TRACK BOLT 2' THICK 3' TALL U-BAR 20 GA. GALV. STEEL JJ 3• T : HORIZONTAL TRACK SUPPORT 13Y DOOR INSTALLER (TO SUIT) O GALV. STEEL FLAG BRACKET. 18 16 GA. CRA STEEL TOP H FASTENED TO WOOD JAMB WITH ROLLE BRACKET EACH BRACKET r ATTACHED W/(3)/14x5/9'SHEET 5/16'xl-5/8' WOOD LAG SCREWS. METAL tE r13�GA Ii M DOUBLE TRACK CI LOW HEADROOM IS RATIONAVAILABLE -SHIP LAP JOIHM AS AN OPTION DOOR 14 GA. CALV. STEEL 0 HEIGHT •L'END HINGE fi1CN pFASTENED TO END 2GALV. STEEL TRACK, 6 —6 76 7 -0 76 ENLET w/(4) 14s/a• a EY .L. MIN. TRACK THICKNESS: & (4) 1/4'x3/4' SELF r2 8 —0 88 TAPPING SCREWS.' la7 C 3' TALL 20 cA cALv � TYP. 2-1/2'z12 CA GAIN. STEEL TRACK BRACKET. LV(:AII ry or L._...�. LOCK ON y.� U-BAR ONE U_ 3 4) TRACK BRACKETS PER SIDE. OPTIONAL VENTS EACH SLOE N II Z —'' IW'`'— PER SECTION. EACH U-BAR ATTACHED w OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. WITH Two R STILE SELF TAPPING a0 LHR TOP BRACKET MAX. DOOR WIDTH 9'0' SCREWS �+ snLE �'A�• INSIDE SLIDE BOLT DOUBLE HORIZONTAL /14x5/8' SHEET METAL SCREWS LOCK OPTION TRACK DOORS�LUP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). FRONT FRAME WITH U.V. DOORS OVER 7'-0' HIGH CONSIST OF (5� SECTIONS (NOT SHOWN). �COAT�INGONUTSIDE SURFACE DOUBLE TRACK 13 GA GALV. STEEL BOTTOM LOW HEADROOM OPTION O O VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): BRACKET. ATTACHED WITH TWO n 1/4'x3/4' SELF 1/2'x3' LAC SCREWS ON 24� CENTERS. 1' O.D. MIN. 114x8/8 SHEET METAL SCREWS. n T WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK S58 GLASS ORIONAL 10 SCRTAPPING SCREWS. ALUNWUM IXRN1510N i/8' ACRYLIC UEDOW UT14 1 END HINGES 18 GA. INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING k VINYL WEATHERSTRIP. TION IT ,g, "Cl SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A -A (SIDE VIEW) N8x3/4' PAN HEAD SCREW VERTICAL JAMB ATTACHMENT (�10 SCREWS PER LITE) END 2. MOLDED INSIDE STILE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3 8'x4' SLEEVE ANCHORS ON 24 CENERS (BOTH LITEUTE RETAINER INTER. 20 GA MIN. GALV. STEEL END STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR 2x6 YELLOW PINE JAMB r SNAP LATCH ENGAGES STILE 1/4'x4' TAPCON SCREWS ON 24'. CENTERS (2,000 20 CA. GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1' O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE 12 GA. GALV. STEEL TRACK (BUT NOT REQUIRED) TO PROVIDE A FLUSH BRACKETS FASTENED TO WOOD JAMB MOUNTING SURFACE. HORIZONTAL JAMBS 00 NOT WITH ONE 5/16'xl-5/8' LAG SCREW TRANSFER LOAD. OUTSIDE KEYED PER TRACK BRACKET. \ HANDLE I8 CA GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) 1 �14x5/8' SHEET METAL SCR 4r 2- GALV. STEEL TRACK FASTENED TO 14 GA GALV. STEEL ROLLER HINGES 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO ENO STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET 144/8' SHEET METAL SCREWS AND WITH ONE 1/4'x5/8' BOLT & NUT 4) 1/4'x3/4' SELF TAPPING SCREWS PER END HINGE. OR TWO 1 /4' DIA. RIVETS. PREPARATION OF JAMBS BY OTHERS, 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION / SECTION C-C NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESER�ELA, P.E. WITH CURRENT BUILDING CODES FOR THE LOADS LISTEDTED ON ON FLORIDA P.E. 48495 G 7 THIS DRAWING. ; NORTH CAROUNA P.E. /23832 4 161 ONTO VERTICAL TRACK ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. ^E SEND I V STILE OUTSIDE KEYED LOCK �-- INSIDE HANDLE LOCK BAR LOCKING DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S:F. OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. PART NO.: - Nmx UN... 5tatad am.xas. 312 aal SL Hole 312 ""ati, W a a AT TANana Paoalers W. TOLERANCES ar. i OH 45202 202 IDEAL N w,d.u.a n.m ma .,.y ,,.e a s.a...q ..•4 a.w, .0 t.03 TeL Nu 1-513-381-4800 iM11Y TIaoaamuc fax No. I-513-762-3519 n,.d, w.i.M., m C.OnLulw wUwL m mt E.A.. w .00 3.015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD foh ly ° � ' anew I— r ,, n�. o000 t.o�oi Degrees t 1/7 DRAWN BY: 8MM DATE: 4/18/00 SCALE: NTS DWG. CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE Third Mgle Projec6oa �' DIMENSIONS ARE IN INcHEs. DWG. NO.: 102137 REV. NO. 1 2 w-nmeauL %,vujl -j a i '�J s:�»!'r} ua 1. I_\ ■ FORM 600AT2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community. Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: ,�Stof GtTZC _E Permitting Office: City, State:Sp+sFcQ;b FL 529-:13 Permit Number: Owner: -b. Q . Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types • a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit Cap: 42.0 kBtu/hr 1 _ SEER:12.00 _ 4 _ b. N/A _ Yes 1967 ftz c. N/A 222.0 W _ 13. Heating systems 0.0 W _ a. Electric Heat Pump Cap: 42.0 kBtu/hr 0.0 ftz _ HSPF: 8.50 _ 0.0 ftz b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ R=3.0, 1026.0112 _ EF: 0.86 _ R=11.0, 28.0 fe _ b. N/A _ R=11.0, 302.0 W _ c. Conservation credits _ (HR-Heat recovery, Solar _ DHP-Dedicated heat pump) R=19.0, 2005.0 W _ 15. HVAC credits PT, _ _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, _ PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 28145 PASS Total base points: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:�<<C DATE: ()3 OZ hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 20 IOC ,1 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: lOOOD WE� EnergyGauge® (Version: FLRCSB v3.2) .-._-- j FORM 60OA-2001 SUMMER CALCULATIONS I 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 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent a- a 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 Exterior`- - - 1054.0 1.90-- 2002.6 Frame, Wood, Exterior 11.0 28.0 -- 4._ 1.90 ` Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 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 Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 202.0(p) -31.8 -6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p -31.90 -6443.8 Raised 0.0 0.00 0.0 Base Total: -6423.6 As -Built Total: 202.0 -6443.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB 0.2 Eel C1l •112 _11 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 40014.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 40014.6 1:000 (1.087 x 1.150 x 1.00) 0.284 0.950 13503.4 37380.3 0.4266 15946.5 40014.6 1.00 1.250 0.284 0.950 13503.4 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points -zt _P TM ,.. 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898:8 Exterior--. ` _----=-10540 - 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 202.0(p) -1.9 -383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: -383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1967.0 -0.28 -550.8 1967.0 -0.28 -550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8694.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 8694.0 .1.000 (1.078 x 1.160 x 1.00) -0.402 . 0.950 4147.0 5224.7 0.6274 3278.0 8694.0 1.00 1.250 "0.402 0.950 4147.0 EnergyGaugeTm DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS ,BASE AS -BUILT ' Cooling + Heating + Points Points Hot Water = Total Points Points Cooling Points + Heating + Hot Water = Total Points Points Points 15946 3278 1'0256 = =2 480.. ' "1S503 4147 10495 28145 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 . Exhaust fans vented to outdoors, dampers; combustion space heaters_complywith NFPX - -- have combustion air. RA-99 f)TWI=P PRFC(`_RIPTIVF MFACI IPPQ /mncf Fin mnf nr nvr•n A^A k- III r­i.d..r,.. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB 0.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. I. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ftz) 1967 ft2 7. Glass area & type _ a. Clear - single pane 222.0 ft2 b. Clear - double pane 0.0 ft2 _ c. Tint/other SHGC - single pane 0.0 ft2 d. Tint/other SHGC - double pane 0.0 ft2 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ b. N/A _ c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ c. Frame, Wood, Adjacent R=11.0, 302.0 W _ d. N/A _ e. N/A 10. Ceiling types a. Under Attic R=19.0, 2005.0 ft' _ b. N/A _ c. N/A 11. Ducts _ a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: j O�J Address of New Home: VJ, k C{.NS�>& t.,E Gt RCL-C- City/FL Zip: &a-1, T-�_ 32g13 Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr HSPF: 8.50 Cap:.50.0 gallons _ EF:0.86 PT, �4V0 1HE�Sr9T�0 41 a o � a f`�� *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 EnergyStarr"'designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) For: D.R.HORTON Notes: ., r ,{ # rDesi n Information 07 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__.: -. ' '" `' :ti; 3361-7 Btuh, Ventilation air -- ----- -- -' -_= - 0--cfm-- - - Ventilation air loss — - -.. -' 0 - Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1967 1967 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 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 1383 cfm 0.041 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.2 EER Sensible cooling 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1383 cfm Cooling air flow factor 0.057 cfm/Btuh Load sensible heat ratio 82 % Boldfitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right -Suite ResidentialT" 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCX E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 >• 1nQ (IIMMFRr`F CTRFFT I AKF KAADV GI q2 7Aa�7na DL... - rAn7l R'l1_7aGG Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x210 cfm x 32 OF Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 W x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 OF Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area ----__ro-ce re-e = Latent Infiltration Gain " 0.68-- x 43 grAb' moist.diff. x 105 cfm = 3100 Btuh Nrocedure u - Equipment sizing toads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh `Construction Quality is: a No. of Fireplaces is: 0 Boldltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrj9htsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 AC�A E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUHL J: im to. 1 Name of room Entire House LIVING LAUNDRY M/BTH 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 It 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 fti heat/cool TYPE OF CS1 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Cig (ft') Htg Clg (ft') Htg I Clg (ft2) Htg Clg (ft') Htg I Clg 5 Gross a 14B 4.6 2.1 1248 "" '*** 320 "** "" 0 "" '*'* 0 "" "*' Exposed b 12C 2.9 1.9 48 "" ""' 48 '*" **** 0 "*' ""' 0 "** **** walls and c 13C 3.2 1.2 320 "" "" 64 "*' '*" 80 '*" "" 48 ''*' '**' partitions d 0.0 0.0 0 "" "" 0 "" "" 0 '*" "" 0 "*' '"" e 0.0 0.0 0 .... .... 0 .... .... 0 .... .... 0 .... .... f 0.0 0.0 0 .... .... 0 .... .... 0 .,., .... 0 «.. .... 6 Windows and a 1C 37.0 " 168 6209 "" 55 2033 "" 0 0 "" 0 0 " glass doors b 8C 37.0 " 54 1996 "" 0 0 - 0 0 ""` 0 0 Heating c 9A 29.9 " 0 0."` 0 0'`"' 0 0*"' 0 0 d 0.0 " 0 0 "" 0 0 "" 0 0 "' 0 0***' e 0.0 " 0 0 "'* 0 0 "" 0 0'"" 0 0 f 0.0 " 0 0"** 0 0 "'" 0 0 "" 0 0 7 Windows and North 20.4 16 "" 325 3 "" 59 0 "*` 0 0 "" 0 glass doors NE/NW 39.4 80 "*` 3152 32 "** 1261 0 "" 0 0 `"" 0 Cooling E/W 0.0 0 "" 0 0'*" 0 0 "" 0 0"*' 0 SE/SW 47.4 126 "*' 5975 20 "" 953 0 "" 0 0 "" 0 South 0.0 0 "" 0 0 "" 0 0 "" 0 0 "'" 0 Horz 1 0.0 0 0 0 "" 0 0 "" 01 0 "" 0 • 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.01 0.0 0 0 0 0 01 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 1026 4728 2113 265 122Y -:54 , 0 - 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 __. _.81 0 - 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 - 202 ---75 - --- "'-62 - ' 1 -- --73' ' 48 151 56 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 01 0 0 0 0 0 0 0 01 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 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 01 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 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 28.51 8.0 260 7400 2081 75 2135 6001 18 512 144 01 0 0 13 Subtotal loss=6+8..+11+12 "*' 30561 "" '"' 8048 "" *"' 1334 "" "" 581 Less external heating "*` 0 "" "" 0 "'" "'* 0 "" "" 0 Less transfer •••• 0 •••• •••• 0 •••• „" 0 •••` "•• 0 •,,• 14 Duct loss 10 % 3056 "" 10 °/ 805 "" 10°/ 133 "" 10 °/ 58 15 Total loss = 13+14 '"" 33617 "" "" 8853 "" ... 1467 "" "" 640 16 Int. gains: People @ 300 5 "" 1500 0 "" 0 0 "" 0 0 "" 0 Appl. @ 1200 2 •••• 1800 0 •••• 0 1 "'• 600 0 ,•`• 0 17 Subtot RSH gain=7+8..+12+16 "" ""' 22195 '"" ""' 4644 "" "" 1129 "" "" 417 Less external cooling "" "" 0 "" "" 0 ""' ""' 0 "" "" 0 Less transfer •••, •••• 0 •"• •,,• 0 •,•• •,•• 0 *"' •••• 0 18 Duct gain 10°/ "" 2219 10 % '"' 464 10% "" 113 10°/ "" 42 19 Total RSH gain=(17+18)'PLF 1.00 "" 24414 1.00 "*' 5108 1.00 "*' 1242 1.00 "" 458 20 Air required (cfm) "" 1383 1383 "" 364 289 *"* 6011 70 "" 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,� wraghtsoft Right -Suite ResidentialTM 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACC Ak E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUAL J: ttn L0. 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 It 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS7 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft) Htg Clg (ft) Htg Clg (ft') Htg I Clg W) Htg Cig 5 Gross a 14B 4.6 2.1 136 - "" 88 "" "" 208 "" "" 88 ""' "'"` Exposed b 12C 2.9 1.9 0 "" "" 0 ""` "" 0 "" «•,• 0 `"` '""• walls and c 13C 3.2 1.2 128 '"' "" 0 "" "" 0 "" "" 0 "" "" partitions d 0.0 0.0 0 "" "" 0 ,"` •»• 0 '"` "" 0 ""' ••» e 0.0 0.0 0 »•• •,•, 0 - »•, 0 •,» »•• 0 »» »•• fl 0.0 0.0 01 0 - 01 0. 6 Windows and a 1C 37.0 " 32 1183 "" 16 591 "" 16 591 '"' 16 591 glass doors b 8C 37.0 " 0 0 "" 0 0 "" 0 0 "" 0 0 Heating c 9A 29.9 " 0 0 "" 0 0 •"' 0 0 "" 0 0 d 0.0 " 0 0 "" 0 0 •"' .0 0 "" 0 0 e 0.0 0 0 ""` 0 0 "" 0 0 "" 0 0 f 0.0 " 0 0 "" 0 0 "" 0 0 "" 0 0 7 Windows and North 20.4 0 "" 0 0 ""' 0 2 `"' 41 2 "" 41 glass doors NE/NW 39.4 32 "" 1261 16 "'" 630 0 '"" 0 0 ""' 0 Cooling ENV 0.0 0 "'" 0 0 "" 0 0 "" 0 0 "" 0 SE/SW 47.4 • 0 "" 0 0 "" 0 14 "" 663 u "'" 663 South 0.0 0 "" 0 0 "" 0 0'"' 0 0 "" 0 Horz 0.0 o "" 0 0 "" 0 0 "" 0 0""` 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 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 T04 - - 479= -- 2-14 72- - -332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 -0 _ 0 .. 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 _G -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 2.2 238 404 530 154 261 343 168 285 374 121 205 269 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 01 0 01 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 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 28.5 1 8.0 32 911 2561 16 4551 128 161 455 128 16 4551 128 13 Subtotal loss=6+8..+11+12 '"' 4235 "" "" 1925 "" "" 2890 "" "" 1869 Less external heating "" 0 "" "" 0 "" "" 0 "" "" 0 Less transfer "" 0 "" "" 0 "" "" 0 "" "" 0 14 Duct loss 10°/ 423 "" 10% 192 "" 10°/ 289 "" 10°/ 187 15 Total loss = 13+14 "" 4658 ""' "" 2117 "" "" 3179 "" ""` 2056 16 Int. gains: People @ 300 1 "" 300 0 "" 0 0 '"' 0 0 "" 0 Appl. @ 1200 0 "" 0 0 "" 0 0 "" 0 0 "" 0 17 Subtot RSH gain=7+8..+12+16 "" "" 2711 "" "" 1250 "" "" 1601 "" "" 1250 Less external cooling "" "" 0 "" "" 0 "" "" 0 ""' '"" 0 Less transfer »•• 0 •»• »'• 0 "" »•• 0 •••• •••• 0 18 Duct gain 10°/ "" 271 10% "" 125 10% "" 160 100/ "'" 125 19 Total RSH gain=(17+18)'PLF 1.00 "" 2982 1.00 "" 1375 1.00 "" 1762 1.00 "" 1375 20 Air required (cfm) "" 192 169 "" 87 78 "" 131 100 "" 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsoft Right -Suite Residential" 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCA E:\Files\DR HORTON 2002\1965\1965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 A MANUAL J: 7th Ed. 1 Name of room 2 Length of exposed wall 3 Room dimensions 4 Ceiings I Condit. Option FAMILY KITCH/NOOK BTH 33.0 ft 18.0 it 0.0 ft 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 it 8.0 111 heat/cool 1 8.0 ftl heat/cool 1 8.0 ftl heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg (ft') Htg I Clg (ft2) Htg Clg (ft') Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 "" •"' 144 ''"' "" 0 •"` •'•' ••" •••• Exposed b 12C 2.9 1.9 0 "'" "" 0 "" "•• 0 "" "'• "•• "'• walls and c 13C 3.2 1.2 0 "•` «"' 0 •"' "'~ 0 •"' "•' •••• ~•'• partitions d 0.0 0.0 0 "" "" 0 •••• "" 0 ••`• '•~• "" •"• e 0.0 0.0 0 .... ..,, 0 ..,, «•, 0 ..«. «««« .«.. .«.. f0.0 0.0 0 ..., «., 0 .,,. .... 0 .,,. ..,. «.. .,,. 6 Windows and a 1C 37.0 " 0 0 "" 33 1220 "•' 0 0 "" '••• glass doors b 8C 37.0 54 1996 1 0 0 "" 0 0 "•"• `•" Heating c 9A 29.9 '• 0 0 "•' 0 0 '••• 0 .0 d 0.0 0 0 •••• 0 0- 0 0 `••• •-•• e 0.0 0 0 ,•,, 0 0 - 0 0 •«•• ...« f 0.0 0 0 «,• 0 0- 0 0 •••• •«•• 7 Windows and North 20.4 5 "" 99 4 "" 85 0 "" 0 glass doors NE/NW 39.4 0 '•" 0 0 `•" 0 0 "'• 0 •"` Cooling E/W 0.0 0 '•'" 0 0 "" 0 0 "" 0 SE/SW 47.4 49 "" 2329 29 "" 1367 0 "" 0 South 0.0 0 "" 0 0 "" 0 0 '"" 0 Horz 0.0 0 "•` 0 0 "" 0 0•"' 0 •"" ' 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 10 0 0 0 9 - Net _ a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed - b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and. _ _c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 (Note: room b 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 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 •"'" 5839 »" "•' 3656 - "" 183 "" •'•• "'• Less external heating •"' 0 "" "" 0 - "" 0 "'• •~•` •"' Less transfer •«•• 0 ~••• •«•, 0 •,•• "•' 0 «.«« •.«. ,.., 14 Duct loss 10 °/ 584 "'" 10 °/ 366 "'" 10°/ 18 "" °/ '•" 15 Total loss = 13+14 •"' 6423 •"' "" 4022 "" "" 201 "'• "'• `•~` 16 Int. gains: People @ 300 4 '"" 1200 0 ""' 0 0 "" 0 '•" Appl. @ 1200 0 "" 0 1 '»' 1200 0 "" 0 "~• 17 Subtot RSH gain=7+8..+12+16 "" ""• 5127 "" "" 3826 "" '•" 240 Less external cooling "" "" 0 "" "" 0 •"' "" 0 ~"' '•"' Less transfer "" "" 0 •"' "`~ 0 "•` "" 0 "" •"` 18 Duct gain 101/ "" 513 10°/ .... 383 10% "" 24 °/ .... 19 Total RSH gain=(17+18)'PLF 1.00 "" 5640 1.00 "" 4208 1.00 "" 264 20 Air required (cfm) `•" 264 320 "" 165 238 ""` 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�gl �tsoTt Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACClk E:\Files\DR HORTON 2002\1965\1965.rsr Page 3 RIGHT-J WINDOW DATA :>3 DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 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 LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 • BR 2 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 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 ' FAMILY i b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH ,,:_- wrightsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCA E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 i 4• both to roof "AYI Y R00 IOx10 4.cd 325 NO' K lOxlo 3.cd a40 O pIli _ 618• '— I 14. 1.ctl I V 2 4• (1rrER's i rvwA m orwro cy 3 A D / rZ0 4.N!'ET F V) O1DfG 70 r r IOx6 ]. 3' booth duct +�s7Qy O D to of cap ./fan 12x6 I.cd4y;. I 1 1 CLI (,feARAGl: 4• dryer duct 7• to roof —P 12x6 l.cd 18x13 Plen 145 NX14 RAD platform by bldr 3s TON V/IOKV e240V IPM ----------------- scale :1/8"=1'0" L� 6DR,M.Y4 10x6 l.cci 100 IOx6 l.cd (80 6• BDRY./7 IOx10 rnp 10.10 roll 6' 7• B. Isxl rnp 7• 10.10 rep 4 I.c7`— 4• 6• 14• to.(, 1.cd 1 80 BDRN•/2 4. •7•e• 87.4'4• I cep np 11_ 3 4 l.Cd x4 b ohu 10 10 4- Must have a nininun cleoronce of 4 inches around the air hanoller per the State Energy code. All duct has on r=6 insulation value. I � � 4 Z 0 � z o ZD In �,D L� P�, Q () Rating z O r N m W > z Q F- m c J O D Q Q� m CL J (n 0 0 1, imil MiTek® February 21, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331.4627 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 : I4421382 thru I4421415. Total : 34 drawings. Job :DR1965E Builder D.R. HORTON Location :BAKERS CROSSING, LOT 13 —Cot ty :SE.MINOLE 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) 34 Truss drawing. 2) Truss Index. February 21, 2003 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 ANSUTPI 1-1995 Sec.2. 1�' TRUSS INDEX OF JOB DR1965E Trusses ncluded=34 0,'1DR1965E\a.tre" 14421382 1,"\DR1965E\a11.tre" 14421383 2,"\DR1 965E\a 11 g.tre" 14421384 3,"\DR1965E\a13.tre" 14421385 4,"\DR1 965E\al 5.tre" 14421386 5,"\DR1965E\a17.tre" 14421387 6,"\DR1 965E\al 9.tre" 14421388 7,"\DR1965E\a7.tre" 14421389 8,"\DR1965E\a9.tre" 14421390 9,"\DR1965EWAre" 14421391 10,"\DR1965E\b9.tre" 14421392 11,"\DR1965E\c1.tre" 14421393 12,"\DR1965E\cg.tre" 14421394 13,"\DR1965E\d.tre" 14421395 14,"\DR1965E\d3.tre" 14421396 15,"\DR1965E\e.tre" 14421397 16,"\DR1965E\e3.tre" 14421398 17,"\DR1965E\eg.tre" 14421399 18,"\DR1965E\fg.tre" 14421400 19,"\DR1965E\j.tre" 14421401 20,"\DR1965E\j3.tre" 14421402 21,"\DR1965E\jg.tre" 14421403 22,"\DR1965E\jgl.tre" 14421404 23,"\DR1965E\jg2.tre" 14421405 24,"\DR1965E\k.tre" 14421406 25,"\DR1965E\I.tre" 14421407 26,"\DR1965E\11.tre" 14421408 27,"\DR1965E\124.tre" 14421409 28,"\DR1965E\127.tre" 14421410 29,"\DR1965E\m.tre" 14421411 30,"\DR1965E\s.tre" 14421412 31,"\DR1965E\sl.tre" 14421413 32,"\DR1965E\s2.tre" 14421414 33,"\DR1965E\s4.tre" 14421415 * ; , No, 4 5161 . * O 4 • STATE OF r'w 27.2003 A WARNING - VerVy design parameters and READ NOTES ON TR7S AND REVERSE SIDE BEFORE USE. ®� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. M iTek® Handling Installing and Bracing Recommendation available from Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/4 * Center plate on joint unless Damage or Personal 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, Ye J2 J3 J4 owner and all other interested parties.. '� TOP CHORDS 2. Cut members to bear tightly against each ca 73 other, a WEBS J5 a:3. Place plates on each face of truss at each *For For 4 x 2 orientation, locate �' ; Q joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of o o at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices /4 length(+ 6" from �, at panel adjacent joint.) BOTTOM 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 ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dirrvension 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 handlings ��® PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 r,rivRv,nia P Job Truss Truss Type City Ply HORTON 14421382 DR1965E r A ROOFTRUSS 10 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:03 2003 Page 1 11-0-Q 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 40-0-0 41-0-p 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:67.7 5x6 = 5.00 42 5 5x6 54 4 6 2x4 '� 2x4 �i 3 7 2 8 9 1 dY 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = US = 3x4 = 10-3-14 20-0-0 29-8-2 40-0-0 • 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y: 2:0-4-2 0-1-8 4:0-3-00-3-0 6:0-3-0 0-3-08:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deFl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz2=-224(load case 5) Max Uplift2=-1017(load case 4), 8=-1017(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11=2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1017 lb uplift at joint 2 and 1017 lb uplift at joint 8. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. l�iV- IB��/ LOAD CASE(S) Standard�� r� NO, 4 5161 � ,k 4 � '; STATE OF .� �QNAL A WARNING - Ver(fg design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatlon.of component Is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent bricking of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iT@k® Handling Installlnp and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, At 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 o WEB J5 Q Z 0 0 U O O � a c8 c, cs r0 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 dinTension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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® O TM CLIP FORM018,019 GANG -NAIL ® MYDK®,Alff(t ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate , without prior approval of a professional engineer. 15. Care should be exercised in handling,, erection and installation of trusses, © 1993 Mitek Holdings, Inc. L. - �F- Job T4russ Truss Type city Ply HORTON 14421383 DR1965E r P.A11 i ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:03 2003 Page 1 i1-0-p 5-9-14 11-0-0 17-0-0 23-0-0 29-0-0 34-2-2 40-0-0 41-0-p 1-0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale = 168.6 54 — 5x6 = 5x6 = 3x4 = 4 5 6 7 5.00 12 2x4 2x4 3 8 2 1F 9 10,17 3x8 = 15 14 13 12 11 3.8 = 3x8 = 3x6 = 3x4 = 3.6 = 3.8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets X Y: 2:0-4-2 0-1-8 4:0-3-0 0-2-4 5:0-3-0 0-3-0 7:0-3-0 0-2-4 9:0-4-2 0-1-8 LOADING (psf). SPACING 2-0-0 CSI DEFL in (loc} I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD- Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Horz2=134(load case 4) Max Uplift2=-963(load case 2), 9=-963(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361; 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11=3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11=-854, 7-11=872, 8-11=-368 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;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 963 lb uplift at joint 2 and 963 lb uplift at joint 9. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ,,..l...... dF'C+' a LOAD CASE(S) Standard ¢ . No. 45161 � V STATE OF '". It %.E0Rta,.�'*' Q�vaL ®WARNING - Ver vy design parameters and READ NOTES oNTHl3 AND REVERSE SIDE BEFORE USE. idl Q9 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br>9cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erectlon.and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, wI53719. ' I Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 WEBS J5 \IIIN�73 Q 0 0 uN; � ; Cr U O d 1+ti u O � a c8 c7 cs 1 FO BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 .LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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 FORMOl B4O19 c4nio-N'°dl ® 'HYDRD'AIR®T . ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2• Cut members to bear tightly against each other. 3• Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4• Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421384 DR1965E A11 G i ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 i1-0-p 5-9-14 11-0-0 15-6-0 20-0-0 24-6-0 29-0-0 34-2-2 40-0-0 41-0-p 1-0-0 5-9-14 5-2-2 4-6-0 4-6-0 4-6-0 4-6-0 5-2-2 5-9-14 1-0-0 Scale = 1:68.6 5x8 = - 5x8 = Sx6 = 2x4 13x4 = 4 5 6 7 8 5.00 Fi2 3x4 3x4 3 8 2 10 o i 11i� 0 5x12 i 18 17 16 16 14 13 - 12 4.8 = 2x4 1 4.6 = 7x8 = 4x8 = 7x8 = 4.6 = 2x4 II 5-9-14 11-0-0 14-3-0 20-0-0 25-9-0 29-0-0 34-2-2 40-0-0 • 5-9-14 5-2-2 3-3-0 5-9-0 5-9-0 3-3-0 5-2-2 5-9-14 Plate Offsets X Y : 2:0-5-5 0-2-8 4:0-5-12,0-2-8 5:0-3-0,0-3-0 8:0-5-12 0-2-8 14:0-4-0 0-4-8 16:0-4-00-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) 0.62 15 >757 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL)._ -0.88 15 >539 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 246 lb . LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D 'Except' TOP CHORD Sheathed. 5-8 2 X 4 SYP No.2D BOT CHORD Rigid ceiling -directly applied or 4-2-8 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3417/0-8-0, 10=2754/0-8-0 Max Horz 2=1 36(load case 4) Max Uplift2=-1714(load case 2), 1 0=-1 374(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-7690, 3-4=-7153, 4-5=-8112, 5-6=-7469, 6-7=-7469, 7-8=-6082, 8-9=-5464, 9-10=-6021, 10-11=17 BOT CHORD 2-18=7057, 17-18=7057, 16-17=6609, 15-16=8042, 14-15=6453, 13-14=5051, 12-13=5525, 10-12=5525 WEBS 3-18=108, 3-17=-500, 4-17=289, 4-16=2583, 5-16=266, 5-15=-814, 6-15=-333, 7-15=1444, 7-14=-1401, 8-14=1771, 8-13=301, 9-13=-530, 9-12=108 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) Provide adequate drainage to prevent water ponding. !� 1 f 3 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1714 lb uplift at joint 2 and 1374 lb uplift at �..••••..,� F I joint 10. .• �-11 �q 5) Special hanger(s) or connection(s) required to support concentrated load(s) 2268.21b down and 1161.61b up at 14-3-8 on bottom chord. Design for unspecified connection(s} is delegated to the building designer.!- 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. No. 4.5161 LOAD CASE(S) Standard ` 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 •. = r4 Uniform Loads (plf) STATE E •s 4F- � Vert: 14=-74.0, 4-8=-74.0, 8-11=-74.0, 2-10=-20.0 '• ' �/ Concentrated Loads (lb) Q �y••.,�t Vert: 16=-2268.2 L] WAL ,&WARNING - VerVy design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brocing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-58 Quality Standard, DSB-89 Bracing SpecIfIcation and HIB-91 �T k® M Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 * Center plate on joint unless Damage or Personal 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 �e securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c� other. o WEBS J5 3, Place plates on each face of truss at each *For For 4 x 2 orientation, locate ; ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 00 o a is _ at joint locations, truss and vertical web, a o 4. Unless otherwise noted, locate chord splices I/4 length(+ 6" from c8 C, at panel adjacent joint.) BOTTOM 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 ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mrlek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 3 ` ® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. ©1993 Mitek Holdings, Inc. CLIP FORM018,019 LNG- � ; HYORD A/R 9 Job Truss Truss Type Qty Ply HORTON ' 14421385 R1965E A13 , ROOFTRUSS 2 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 111-0-Q 6-9-14 13-0-0 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 1-04- p 1-0-0 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale = 1:68.6 5x6 = - 3x4 = 3x4 = 5x6 = 4 5 6 7 5.00 12 3x4 i 3x4 R 3 8 2 B 101� �1 0 US = 17 16 15 14 13 12 11 3.8 = 2x4 11 3x8 = 34 = 3x4 = 3x6 = 3x6 = 2x4 II 6-9-14 13-0-0 20-0-0 27-0-0 33-2-2 40-0-0 i i i 1 6-9-14 6-2-2 7-0-0 7-0-0 6-2-2 6-9-14 Plate Offsets X Y: 2:0-4-2 0-1-8 4:0-3-0 0-2-4 7:0-3-00-2-4 9:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Vert(LL) 0.33 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.52 14-16 >910 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) . 0.18 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Horz 2=-154(load case 5) Max Uplift2=-930(load case 4), 9=-930(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3810, 3-4=-3144, 4-5=-2923, 5-6=-3291, 6-7=-2923, 7-8=-3144, 8-9=-3810, 9-10=14 BOT CHORD 2-17=3483, 16-17=3483, 15-16=3262, 14-15=3262, 13-14=3262, 12-13=3262, 11-12=3483, 9-11=3483 WEBS 3-17=128, 3-16=-640, 4-16=807, 5-16=-532, 5-14=75, 6-14=75, 6-12=-532, 7-12=807, 8-12=-640, 8-11=128 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 930 lb uplift at joint 2 and 930 lb uplift at joint �j 9. D i� L3��r 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .••.., LOAD CASE(S) Standard ;'�y�'� ��'.• . No. 4 5161 O ; STATE E OF Y �QivaL AWAWNG - VerVy design parameters and READ NOTES ON TM AND REVERSE SIDE BEFORE USE. ®—® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - - designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent br�icing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo 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. *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c� WEBS J5 Cr cr O r- a 00 c8 c? ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH 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�10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® TM CLIP FORM018,019 G"^'G� ® MYORO,A/R ®' Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2• Cut members to bear tightly against each other. 3• Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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. Job Truss Truss Type Qty Ply HORTON 14421386 DR1965E r A15 ' ROOFTRUSS 2 1 (optional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 i1-0-p 7-9-14 15-0-0 20-0-0 25-0-0 32-2-2 40-0-0 41-0-p I 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale = 1:68.6 54 = 3x4 = 5.6 = 5.00 12 4 5 6 5x6 i 5x6 3 7 _ 2 B 9 �1 io 3x8 = 13 12 11 10 3x8 = 2.4 11 - 5.8 = 5xe = 2.4 11 7-9-14 15-0-0 25-0-0 32-2-2 40-0-0 i 7-9-14 7-2-2 10-0-0 7-2-2 7-9-14 Plate Offsets X Y : 2:0-4-2 0-1-8 3:0-3-0 0-3-4 4:0-3-0 0-2-4 6:0-3-0 0-2-4 7:0-3-00-3-4 8:04-2 0-1-8 , fl1:0-4-0 0-3-012:0-4-0 0-3-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.66 11-12 >720 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz 2=-1 74(load case 5) Max Uplift2=-959(load case 4), 8=-959(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3712, 34=-2926, 4-5=-2706, 5-6=-2706, 6-7=-2926, 7-8=-3712, 8-9=14 BOT CHORD 2-13=3399, 12-13=3395, 11-12=2849, 10-11=3395, 8-10=3399 WEBS 3-13=147, 3-12=-767, 4-12=677, 5-12=-231, 5-11=-231, 6-11=677, 7-11=-767, 7-10=147 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;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 959 lb uplift at joint 2 and 959 lb uplift at joint !p i f �� 8. ...........��r 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. U LOAD CASE(S) Standard No. 4 5161 � p = STATE F V �QNaL AWARNING - Verym design pamnlietem and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. —® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Addllonal permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. L. -- - ----- ---- -- - - s_ Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. o a:3, Place plates on each face of truss at each *o For 4 x 2 orientation, locate VJ5 ,� 3; joint and embed fully, Avoid knots and wane • plates 1/8" from outside edge of o _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint,) �, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of - required direction of slots in J1 J8 J7 A lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or ' JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and ' MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. I The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dirrrension is the length parallel grade specified. 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 plateM1 - without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling,, TM �� PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 t3AMG-NAIL QR MYDRO,A/R O ' - L----- -- - - ----.... Job Truss Truss Type Qty Ply HORTON ` 14421387 DR1965E , A17 ROOFTRUSS 2 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 i1-0-p 6-1-3 11-6-10 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 41-0 -p 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 168.6 5x6 = 5x8 = 5 6 5.00 12 3x4 3x4 4 i 5x6 - 5x6 3 8 2 9 tol< $1 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 34 = 3x4 = 8-9-14 17-0-0 23-0-0 31-2-2 40-0-0 8-9-14 8-2-2 6-0-0 8-2-2 8-9-14 Plate Offsets X Y : 2:0-4-2 0-1-8 3:0-3-00-3-0 5:0-3-00-2-4 6:0-5-12 0-2-8 8:0-3-00-3-0, 9:0-4-2 0-1-8 LaADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.51 11-13 >921 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 208 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Horz2=194(load case 4) Max Uplift2=-984(load case 4), 9=-984(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3806, 3-4=-3512, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3512, 8-9=-3806, 9-10=14 BOT CHORD 2-16=3475, 15-16=3028, 14-15=3028, 13-14=2494, 12-13=3028, 11-12=3028, 9-11=3475 WEBS 3-16=-316, 4-16=438, 4-14=-722, 5-14=613, 6-14=-G, 6-13=613, 7-13=-722, 7-11=438, 8-11=-316 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 984 lb uplift at joint 2 and 984 lb uplift at joint 9. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. '� ,..••••..• `,���• LOAD CASE(S) Standard•'�yt'Q� '"l" j V• • No, 4.5161 ,k • STATE OF �- 06. Q�va� � ®WARNING - VerWy design panixaseters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br�icing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * 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 sec urely seat. J2 J3 J4 owner and all other interested parties- r7Ye TOP CHORDS 2, Cut members to bear tightly against each �— ca Q other. o WEBSNc, 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� ; 0 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c� 0 a X at joint locations. truss and vertical web. a 0 4. Unless otherwise noted, locate chord splices �/4 length(+ 6" from C, at panel adjacent joint.) BOTTOM 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 ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40`� unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15, Care should be exercised in handling, _ ��® PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 oANG- L ® HVORO,AIRG I--- _. - - _... - _. .. Job •truss Truss Type Qty Ply HORTON ' 414421388 DR1965E A19 ROOF TRUSS 2 1 (optional) ACCU-SPAWTH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 1Q 1-0-6-9-3 12-10-10 19-0-0 21-0-0 27-1-6 33-2-13 40-0-0 41-0-p �t 1-0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale = 1:68.6 5z6 = 5A = 5 6 5.00 12 3x4 3x4 4 7 5.6 i 5A 3 6 2 B 7017 0 3x = 16 15 14 13 12 11 3.8 = 3x4 = 3.6 = 3x4 = 3x4 = 3,6 = 3x4 = 9-9-14 19-0-0 , 21-0-0 , 30-2-2 40 0 0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Rlate Offsets X Y : 2:0-4-2 0-1-8 3:0-3-0 0-3-0 5:0-3-00-2-46:0-3-0,0-2-48:0-3-0 0-3-0 9:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.36 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 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 I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Horz 2=214(load case 4) Max Uplift2=-1008(load case 4); 9=-1008(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11=3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11=560, 8-11=-408 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 1008 lb uplift at joint 2 and 1008 lb uplift at pp IN joint9. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ...••••.., LOAD CASE(S) Standard '�y� * No. 4.5161�53 'k Y � STATE 4F = '�'�;•*-.. 0 R Eo,� �QniaL ®WARNING - VerVy design parameters and READ NOTES ON Tim AND REVERSE SIDE BEFORE USE. ®� Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bating of the overall structure Is the responsiblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. t�8 ^ *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second din Tension is the length parallel to slots. LATERAL BRACING Indicates location of required 401, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz c� WEBS J5 Cr o _ o V h 3 ,t17 Q U O CL Q f- a ce c7 ce F- BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Im! @ MiTeko Jill PANEL TM CLIP ® HYORO,AOR_ 0 Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional ` engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON • 14421389 DR1965E , A7 ROOF TRUSS 1 2 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page I 3-9-14 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 36-2-2 1 40-0-0 11:0-p 1-0-0 3-9-14. 3-2-2 6-6-14 6-5-2 6-5-2 6-6-14 3-2-2 3-9-14 1-0-0 Scale = 1:686 5x10 =5xio 46 7x8 = 4.6 5.00 [1-2 4 5 6 7 2A 2A -- 3 9 c� 2 ip Us = 16 is 14 13 12 Us 3A = 5x6 = 3.8 = 5.6— 3A 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets (X,Y): [2:0-4-2,0-1-81, [4:0-4-0,0-3-4],16:04-0,0-4-81, [8:0-4-0,0-3-41, [10:0-4-2,0-1-81, [13:0-3-0,0-3-41, [15:0-3-0,0-3-41 CbADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) 0.94 14 >500 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -1.09 14 >432 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 list LC LL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or3-6-8 oc purlins. 4-62 X 6 SYP No.2ND, 6-8 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3875/0-8-0, 10=3875/0-8-0 Max Horz 2=-92(load case 5) Max Uplift2=-2516(load case 2), 1 0=-2516(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-8441, 3-4=-8545, 4-5=-12386, 5-6=-13791, 6-7=-13791, 7-8=-12386, 8-9=-8545, 9-10=-8441, 10-1 1=14 BOT CHORD 2-16=7643, 15-16=7951, 14-15=12386, 13-14=12386, 12-13=7951, 10-12=7643 WEBS 3-16=299, 4-16=685, 4-15=4852, 5-15=-1698, 5-14=1540,6-14=-991, 7-14=1540, 7-13=-1698, 8-13=4852, 8-12=685, 9-12=299 NOTES (8) 1) 2-ply truss to be connected together with 1 Old Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. k Webs follows: X 4 0-9-0 connected as 2 -1 row at oc. 2) Unbalanced roof live loads have been considered for this design. k F 3) Wind: ASCE 7-98 per FBC20011; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gabI end zone; cantilever left and right exposed DOL=1.33 DOL=1.33. ;Lumber plate grip 4) Provide adequate drainage to prevent water ponding. No. 4-5161 5) Provide mechanical connection (by others) of truss to bearing plate capable of'withstanding 2516 lb uplift at joint 2 and 2516 lb uplift at joint 10. 6) Girder hip 7-0-0 carries end with end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 470.91b up at 33-0-0, and 603.21b down 0% STATE OF and 470.91b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6. It 'o Cir. N., Pembroke Pines, FL 33331. N tORI 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate lncrease=1.33 rnffifi= nn rIncip ®WARNING - VerW design paranseters and READ NOTES ON TBZS AM REVERSE SIDE BEFORE USE. Design valid for use only with Milek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bl�clng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 iY�k® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofflo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches: Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS c2 Q o WEBS N�1_ a: "IN 0 U O O U � a ca c7 cs 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST 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 dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL FORM018,019 GANG -NAIL ® fly0R0,A1R®; CTM LIP Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, - © 1993 Mitek Holdings, Inc. L----- - - - -_ _. A .-- - -- - - . -- - , - - -- I I 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 dimen.sions indicate otherwise. Dimensions are in inches. Apply EE l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, ye„ J2 J3 J4 owner and all other interested parties,. i TOP CHORDS 2, Cut members to bear tightly against each i Cz �� other. I i 0 WEBS J5 cc3. Place plates on each face of truss at each * For 4 x 2 orientation, locate 3 ,� ; �' i joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o o_ a4. of joint locations, I truss and vertical web. a' Unless otherwise noted, locate chordsplices at /4 panel length(+ 6" from adjacent joint,) C8 C, C46 10 I BOTTOM CHORDS i *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 ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, I The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the I dirrrension is the length parallel grade specified, ito 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 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of i 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 y without prior approval of a professional o MiTek® engineer. 15. Care should be exercised in handling, " TM ® PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP I FORM016,019 _ QANG-nWL ® HYDROAFRO Job Truss Truss Type Qty Ply HORTON 14421390 R1965E ' A9 ` ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 1 i1-0-p 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2-2 40-0-0 41-0-p 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-0-0 Scale = 168.6 5x6 = SA = 3x4 = SSA_= 3x4 = 5.00 F12 4 5 6 7 8 2x4 2x4 3 8 2 1 10 111q d 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 4x5 = 3x4 = 3x4 = 44 = 3x8 = 9-0-0 16-4-0 23-8-0 31-0-0 40-0-0 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets X Y : 2:0-4-2 0-1-8 4:0-3-0 0-2-4 6:0-3-0 0-3-0 8:0-3-0 0-2-4 10:0-4-2,0-1-8 16:0-3-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC0.79 Vert(LL) 0.51 15 >933 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2=1951/0-8-0, 10=1951/0-8-0 Max Horz 2=-1 14(load case 5) Max Uplift2=-997(load case 2), 10=-997(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 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 997 lb uplift at joint 2 and 997 lb uplift at joint 10. pp L 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .......... v `,���'` LOAD CASE(S) Standard J ,••�y�'�� No. 4 5161 ; ,k y O� STATE 4F � �y •- oii .Q•y ` Jollugly AWARNINO - VerVy design parartwters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. mmm —. w Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is foronIndividual building component to be W installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss EN== designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Speclfon loatlon, and HIB-91 Welke Handling Installing and Bracing Recommendatiavailable from Truss Plate Institute, 883 D'Onofrlo Drive, Madison, WI53719. 'v, 11 .9 Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each cz c� other, WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate oz ,; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c� o a is _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" from c8 C, c6 panel adjacent joint.) BOTTOM 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 i 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 i MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. i PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dirrrension is the length parallel grade specified, 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 i without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, � ( TM erection and installation of trusses, © 1993 Mitek Holdings, Inc. FORM018,019 - coruo-nw� QR HYORO,A/R Q , . Job Truss Truss Type Qty Ply HORTON ' 14421391 DR1965E 1 B7 r ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:07 2003 Page 1 -1-0-0 3-9-14 7-0-0 11-2-15 15-4-1 19-7-0 1-0-0 3-9-14 3-2-2 4-2-15 4-1-3 4-2-15 Scale = 1:34.4 6x8 = 3x6 11 56 = 4 56x6 = 6 7 5.00 12 2x4 3 2 1�5 11 10 9 3x8 3x4 = 3.4 = 7x8 = 3x4 11 i 7-0-0 11-2-15 15-4-1 19-7-0 7-0-0 4-2-15 4-1-3 4-2-15 Plate Offsets X Y : 2:0-M 0-0-0 3:0-0-00-0-04:0-2-0,0-3-12 5:0-M 0-0-0 6:0-0-00-0-07:0-0-00-0-0 9:0-2-8 0-4-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.16 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.19 10-11 >999 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.05 8 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 127 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-3-5 oc purlins, except end verticals. 4-7 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 'Except' 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 8=1962/0-3-0, 2=1803/0-8-0 Max Horz 2=238(load case 4) Max Uplift8=-1327(load case 2), 2=-1124(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-3707, 34=-3555, 4-5=-3464, 5-6=-2334, 6-7=-2334, 7-8=-1838 BOT CHORD 2-11=3331, 10-11=3313, 9-10=3461, 8-9=103 WEBS 3-11=-63, 4-11=777, 4-10=178, 5-10=84, 5-9=-1365, 6-9=-629, 7-9=2701 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; 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. !� i 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1327 lb uplift at joint 8 and 1124 lb uplift at •,..••••...• joint 2. .•`��i/�,�f 5) Girder carries hip end with 7-M end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.2Ib down and 470.91b 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. NO. 4.5161 LOAD CASE(S) Standard cc • `�� 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 pY•; STATE OF �;�► Uniform Loads (plf) ', A Vert: 1-4=-74.0, 4-7=-154.2, 2-11=-20.0, 8-11=-41.7 �y�•..� Q R [Qe Concentrated Loads (lb)� Vert: 11=-603.2 ONaL ,&WARNING - VerW design parameters and READ NOTES ON TBW AND REVERSE SME BEFORE USE. Design valid for use only with Mrfek connectors. This design Is based only upon parameters shown. and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of Walling designer - not truss - -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbtcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuff QST-58 Quality Standard, DSB-89 Bracing Spectfkation, and HIB-91 MiTek® Handling Installinq and Bracing Rocommendatlon available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz c3 Cr WEBS J5 0Cr 0 s�' 3 O a P u U 0 f— a ce c7 ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. WWI 'PANEL TM CLIP FORM018,019 �'N�- � ® OfY.DRO,AW ®+, 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. Job ,Truss Truss Type Qty Ply HORTON DR1965E r B9 ROOFTRUSS 1 1 14421392 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:08 2003 Page 1 -1-0-0 4-9-14 9-0-0 14-3-8 19-7-0 1-0-0 4-9-14 4-2-2 5-3-8 5-3-8 Scale = 1:34.4 44 = 3x8 = 2x4 II 4 5 6 5.00 12 2x4 3 2 9 8 3x4 = 5x8 = 2x4 11 - 3x4 = 9-0-0 14-3-8 19-7-0 9-0-0 5-3-8 5-3-8 Plate Offsets X Y : 9:0-2-12,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.16 2-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.03 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-9 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-74 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=898/0-3-0, 2=1001/0-8-0 Max Horz 2=306(load case 4) Max Uplift7=-506(load case 2), 2=-516(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1570, 3-4=-1216, 4-5=-1122, 5-6=0, 6-7=-190 BOT CHORD 2-9=1428, 8-9=890, 7-8=890 WEBS 3-9=-336, 4-9=111, 5-9=286, 5-8=104, 5-7=-1105 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506 lb uplift at joint 7 and 516 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !� iV— 131 LOADCASE(S) Standard t ' No. 4 5161 a x� "lips. 0.9 L AwARNING - verVy design parameters and READ Nona ON THIS AND REVERSE SWE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bricing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, W153719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 re-��i4 *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 �B,securely seat. J2 J3 J4 owner and all other interested parties,. � TOP CHORDS 2. Cut members to bear tightly against each Ir c2 Q other, O WEBS J5 Q 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� ; Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of 01 o_ a �y u at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices �/4 length(+ 6" from c8 C, c6 at panel adjacentjoint.) BOTTOM 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 ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 400" 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. 4 ® 15. Care should be exercised in handling, - ��® PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018.019 LNG- � ® HYORO,A/RA) - Job Truss Truss Type Qty Ply HORTON ' 14421393 DR1965E r C1 ' MONO HIP 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:10 2003 Page 1 -1-0-0 4-9-14 9-0-0 14-4-0 1-0-0 4-9-14 4-2-2 5-4-0 Scale = 1:25.6 4x8 = 2x4 11 4 5 5.00 Fl2 2x4 3 2 3x4 = 7 6 3x4 = 3x6 = 9-1-12 14-4-0 9-1-12 5-2-4 Plate Offsets X Y : 2:0-1-8 0-1-8 , 4:0-540-2-0 LOADING (pso SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) 0.03 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.15 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 72 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=747/0-1-8, 6=664/0-1-8 Max Horz 2=306(load case 4) Max Uplift2=-399(load case 4), 6=-366(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1023, 3-4=-613, 4-5=-0; 5-6=-192 BOT CHORD 2-7=940, 6-7=577 WEBS 4-7=305, 3-7=-409, 4-6=-715 NOTES (6) 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 366 lb uplift at joint p ` - 6. 5) Beveled plate or shim, required to provide full bearing surface with truss chord at joint(s) 6.•..••••••..�- 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .•��� ���'� a •S.3 's LOAD CASE(S) Standard- t NO, 45161 ; ,k Y STATEOF OR WAL ®WARMNO - Vsryy design parameters and READ NOTES ON THIS AND REVERSE; SIDE BEFORE USZ- ®® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. AddRbnal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute, 683 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 Q o WEBS N,JCrO cr U �'O av O a ce c7 cc �O 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 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko nTM ® FORM018,019 'G.olV6-Haul ® HYORO,A/R.(9 . General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional ' engineer, a 15. Care should be exercised in handling, erection and installation of trusses, - © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421394 DR1965E I CG FINK 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:11 2003 Page 1 -1-0-0� 4-3-5 7-6-0 10-8-11 14-4-0 1-0-0 4-3-5 3-2-11 3-2-11 , 3-7-5 Scale = 125.1 4x6 = 4 5.00 12 2.4 \\ 2.4 5 3 6 2 �o 3x6 = 9 8 7 10 3x4 = 3x4 3A = 5-4-3 9-7-13 14-4-0 5-4-3 4-3-10 4-8-3 Plate Offsets X,Y : 2:0-1-5,0-0-6 , 6:0-0-1 0-0-5 . LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.13 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.16 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 74 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-10 oc puriins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1481/0-2-1 (input: 0-1-8), 6=1454/0-2-0 (input: 0-1-8) Max Horz2=112(load case 4) Max Uplift2=-923(load case 4), 6=-841(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-2519, 3-4=-2348, 4-5=-2192, 5-6=-2318 BOT CHORD 2-9=2301, 8-9=2301, 7-8=1534, 7-10=2062, 6-10=2062 WEBS 3-8=-316, 4-8=1024, 4-7=776, 5-7=-147 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) WARNING: Required bearing size at joint(s) 2, 6 greater than input bearing size. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 923 lb uplift at joint 2 and 841 lb uplift at joint 6. !� 5) Special hanger(s) or connection(s) required to support concentrated load(s) 750.71b down and 512.91b up at 3-1-4, and 766.01b down and 569.61b up at 11-8-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. ••..••••...• .•`�y� ��'� 6) Truss Engineer: Junaidie Budiman; PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ; •�y r •• V. LOAD CASE(S) Standard - •� No. 4,i161 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 ; Uniform Loads (plf) yk Vert: 2-6=-20.0, 1-4=-74.0, 4-6=-74.0 Concentrated Loads (lb) Q STATE�•�� Vert: 9=-750.7 10=-766.0 •.• �` �,.to 1, QNA�. L► and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss Eli i designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 I�®�® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. e Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13�4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, 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 J2 J3 J4 TOP CHORDS owner and all other interested parties.. - 2. Cut members to bear tightly against each a ca other. i o r 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate ZJ5 o 6 ,� L joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a �,, � at joint locations, truss and vertical web. a o 4• Unless otherwise noted, locate chord splices I at /4 panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J� J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. ! * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. i The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the ion is the length parallel grade specified. I oI slots BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins I LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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 ' I, MoTek® engineer. a ® TM 'PANEL CLIP 15. Care should be exercised in handling, erection and installation of trusses. ' © 1993 Mitek Holdings, Inc. FORM018.019 �.. rnni�-wu� ®.. .. Job .Truss Truss Type Qty Ply HORTON 14421395 r DR1965E D ROOF TRUSS 3 1 (optional) ACCU-SPANS TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:12:06 2003 Page 1 -1-0-0 4-6-0 9-0-0 10-0-0 1-0-0 4-6-0 4-6-0 1-0-0 style = 1:18.0 I 4z6 = 3 I 5.00 F12 Ir i 1 I I II 4 2 , LL 5 to I Us _ 2.411 a 3A i I 0-10-10 1TOr0, 4-6-0 8-0-0 0-10-10 0-1-6 3-4-8 3-6-0 1-0-0 0-1-8 I OADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP , TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.03 2 >408 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.06 1 >210 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 i REACTIONS (lb/size) 8=506/0-3-0, 6=497/0-1-8 Max Hor_8=68(load case 4) Max Uplift8=-345(load case 4), 6=-338(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-257, 3-4=-256, 4-5=28 BOT CHORD 2-8=164, 7-8=164, 6-7=164, 4-6=164 WEBS 3-7=-129 NOTES (5) r 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 8 and 338 lb uplift at joint 6. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !� i 13 t A LOAD CASE(S) Standard + I e * • No. 4.5161 � ,h } 4 'AL ®WARMNO - VerVy design pamraeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brlacing of the overall structure Is the responsibility of the building designer. For general guidance I regarding tabrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommondatlon available from Truss Plate institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 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 Ye securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS - 2, Cut members to bear tightly against each T C7 C7 other, 3, Place plates on each face of truss at each *o For 4 x 2 orientation, locateo ,� ;Q XUJcc joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of atruss at joint locations, and vertical web. a 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) ce C,o _ *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of • e 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 LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, ! PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. I The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the p I dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins i 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 ' I M 1Tek® engineer. ® 15. Care should be exercised in handling, ' PANEL TM {�\�® erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP ' FORM018,019 r✓aJYr--wuL 0 MYORMAIR0 . Job Truss Truss Type Qty Ply HORTON 14421396 R1965E D3 ROOFTRUSS 1 1 (optional) ACCU-SPAN>TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:13 2003 Page 1 -1-0-0 3-0-0 6-0-0 9-0-0 10-0-0 1-0-0 3-0-0 3-0-0 3-0-0 1-0-0 Scale = 1:18.2 6x6 = 6.6 = 3 4 5.00 12 5 2 6 III l� 3x4 2x4 II 2x4 II 3x4 9 8 1-0-0 3-0-0 6-0-0 8-0-0 9-0-0 1-0-0 2-0-0 3-0-0 2-0-0 1-0-0 Plate Offsets X Y : 2:0-2-15 0-1-8 3:0-3-0,0-1-4 4:0-3-0,0-2-9 5:0-2-15 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.04 8-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) -0.08 6 >161 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 7 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 6-M oc purlins. 3-4 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 10=583/0-8-0, 7=583/0-8-0 Max Horz 10=52(load case 4) Max Upliftl0=-402(load case 4), 7=402(load case 5) Max Grav 10=597(load case 6), 7=597(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-253, 3-4=-159, 4-5=-253, 5-6=28 BOT CHORD 2-10=170, 9-10=170, 8-9=159, 7-8=170, 5-7=170 WEBS 3-9=-94, 4-8=-94 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; 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 402 lb uplift at joint 10 and 402 lb uplift at joint , .......• 7. .• ��1l�'•., 5) Girder carries hip end with 3-M end setback ;'�y�' c(l'.4 6) Special hanger(s) or connection(s) required to support concentrated load(s) 70.51b down and 55.01b up at 6-0-0, and 70.51b down and •' �; 55.01b up at 3-0-0 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. No. 4 5161 ; LOAD CASE(S) Standard _ c 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 0 +, S �. �� Uniform Loads (plf) %, d'4o��rJ Vert: 1-3=-74.0, 34=-80.2, 4-6=-74.0, 2-9=-20.0, 8-9=-21.7, 5-8=-20.0nA'. �\li L(�7.v/a•�er.r..►� Concentrated Loads (Ile) v/�` L Vert: 9=-70.5 8=-70.5 N AwARmNG - VerVy design parameters and READ NOTES ONTBIS AND REVERSE SME BEFORE USE. 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 is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance . regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. I Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are Iin 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.1/8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each • a c3 other, WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate ,� ; ; cc �' joint and embed fully. Avoid knots and wane plates I/a" from outside edge of o _ a �ti U at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords laces P at I/4 length(+ 6" from �, panel adjacent joint.) BOTTOM 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 ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. I 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, - I� TM ��� PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. I CLIP I FORM018,019 - "'O'"'G-� ® /1/Y0R0vA/R®' Job Truss Truss Type Qty Ply HORTON 14421397 DR1965E E ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:13 2003 Page 1 4-3-0 8-6-0 i 4-3-0 4-3-0 4x6 = Scale = 1:19.6 2 5.00 FIT 3x4 3z4 3 1 LA W = 6 5 4 2x4 12x4 11 4-3-0 8-6-0 4-3-0 4-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP 1-CLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) -0.00 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.06 Vert(TL) -0.01 5-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 46 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=386/Mechanical, 4=386/Mechanical Max Horz6=-68(load case 2) Max Uplift6=-185(load case 4), 4=-185(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-275, 2-3=-275, 1-6=-345, 3-4=-345 BOT CHORD 5-6=0, 4-5=0 WEBS 2-5=-92, 1-5=268, 3-5=268 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 ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 6 and 185 lb uplift at.joint 4. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. if e� ,,.. LOAD CASE(S) Standard ...... F IC4'f "' ! •• C.3 (� a t : No. 4 5161 Y Y • v� �. STATE of L AWARNING - Vsr j jy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss _ designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabrbatlon, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 iTek® Handling Installing and Bracing Recomm*ndatlon available from Truss Plate Institute, 583 D'onofrb Drive, Madison, WI53719. - Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * 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. /B J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each ca c� other. o WEBS J5 a:3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 ; joint and embed fully, Avoid knots and wane plates/a" from outside edge of o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords Ilces p o at /4 panel length(+ 6" from adjacent joint.) ca C? C6 BOTTOM 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 ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General I WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. I 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 i without prior approval of a professional - iengineer, MiTek® ' ® 15. Care should be exercised in handling, ��® •PANEL TM CLIP erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 LNG- L 0 ilYORD-AIR Job Truss Truss Type Qty Ply HORTON r 14421398 R1965E E3 ROOF TRUSS 1 1 (optional) ACCU-SPAP4--TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:14 2003 Page 1 3-0-7 5-5-9 8-6-0 3-0-7 2-5-2 3-0-7 10x12 = Scale = 1:17.6 10xl2 = 2 9 10 3 5.00 12 3x4 3x4 C 4 FA 3x4 = 8 7 11 12 6 5 3x4 = 2x4 11 2x4 11 3-0-7 5-5-9 8-6-0 3-0-7 2-5-2 3-0-7 Plate Offsets X Y : 2:0-6-0 0-2-8 3:0-6-0 0-1-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) 0.01 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC, 0.13 Vert(TL) -0.01 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) -0.00 5 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 2-3 2 X 10 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. BOT CHORD 2 X 4 SYP No.21) WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=424/Mechanical, 5=424/Mechanical Max Horz 8=26(load case 4) Max Uplift8=412(load case 2), 5=-412(load case 3) Max Grav8=433(load case 6), 5=424(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-423, 2-9=-356, 9-10=-356, 3-10=-356, 3-4=-423, 1-8=-387, 4-5=-387 BOT CHORD 7-8=50, 7-11=356, 11-12=356, 6-12=356, 5-6=50 WEBS 2-7=-75, 3-6=-75, 1-7=343, 4-6=343 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; 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) Refer to girder(s) for truss to truss connections. ••.-•••••..� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 8 and 412 Ib uplift at joint• .`Q� 5. •� (�` e 6) Special hanger(s) or connection(s) required to support concentrated load(s) 69.91b down and 74.41b up at 3-0-7, 3.61b down and 40.1lb up►' ;• at 3-9-12, and 3.61b down and 40.11b up at 4-84, and 9.91b down and 74.41b up at 5-5-9 on top chord, and 17.31b down and 74.01b up at , 3-0-7, 7.71b down and 49.91b up at 3-9-12, and 7.7lb down and 49.91b up at 4-8.4, and 17.31b down and 74.01b up at 5-5-9 on bottom No. 4-51 f 1 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. ��'•,�� �� LOADCASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 �y�•.�� 0 R k. (1, �68— w8� Uniform Loads (plf) U Vert: 1-2=-74.0, 2-3=-74.0, 34=-74.0, 5-8=-20.0 v L Concentrated Loads (lb) A WARNING - Veryy design parameters and READ NOTES ON TMS AND REVERSE SLDE BEFORE USE. s_® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be ZEE Installed and loaded vertically. Applicablllty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 OualBy Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. r Symbols PLATE LOCATION AND ORIENTATION 1 �i4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and sec urely seat, '/8" *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca ca � X J5 O d s+ M O � a ce cr ce 0O 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 dirTTension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek° TM PANEL CLIP FORM018,019 cA1YG-wuL ® HYORMA/RO Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421399 DR1965E -EG FLAT 1 1 o tional ACCU-SPAN�TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:15 2003 Page 1 4-1-8 8-3-0 4-1-8 4-1-8 Scale=1:13.2 4A = 1 4A = 2 2.4 11 3 3x10 = 5 4 2x4 II 2x4 II 4-1-8 8-3-0 4-1-8 4-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) -0.05 5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 53 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-6 2 X 6 SYP No.2ND, 3-4 2 X 6 SYP No.2ND REACTIONS (lb/size) 6=618/0-3-0, 4=618/0-3-0 Max Uplift6=-349(load case 2), 4=-349(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-579, 1-2=-1156, 2-3=-1156, 3-4=-579 BOT CHORD 5-6=-0, 4-5=0 WEBS 2-5=-540, 1-5=1196, 3-5=1196 NOTES (5) 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 6 and 349 lb uplift at joint 4. 4) Girder carries tie-in span(s): 5-0-0 from 0-M to 8-3-0 5) Truss Engineer: Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. iE 13 t� ........Li LOAD CASE(S) Standard � � k F,�;� 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 �•�:�(, �,�'+ Uniform Loads (plf) Vert: 4-6=-20.0, 1-3=-138.6 * " No. 4.5161 Q ; STATF r ;cam �`'•toRlo�'*''' AwARNING - VerVy design parameters and READ NOTES ON TR7S AND REVERSE SIDE BEFORE USE. —® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent briscing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Spectfication, and HIB-91 MiTek® Handling Instolllnq and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply .plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40:1, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ca 3 WEBS oU Ll cc O Oa ce c? 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N WI! @ MiTek® TM PANEL CLIP FORM018,019 - GANG -NAIL ® HYDRO,AIR®.- Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply HORTON DR1965E ' FG ROOF TRUSS 1 2 14421400 (optional) ACCU-SPAR;TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:16 2003 Page 1 3-5-8 6-11-0 i r 3-5-8 3-5-8 2x4 11 44 = Scale = 121.8 1 4x6 7 2 8 3 cl 9 10 5 11 4 US= 2x4 II 2x4 11 -0f-4 3-5-8 6-11-0 e 0-0-4 3-5-8 3-5-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.02 5-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.18 Vert(TL) -0.02 5-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 118 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-M oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1814/0-1-8, 4=2288/Mechanical Max Uplift6=-984(load case 2), 4=-1231(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-1615, 1-7=-1335, 2-7=-1335, 2-8=-1335, 3-8=-1335, 3-4=-2073 BOT CHORD 6-9=-0, 9-10=-0, 5-10=-0, 5-11=-0, 4-11=0 WEBS 1-5=1954, 2-5=-1012, 3-5=1954 NOTES (9) 1) 2-ply truss to be connected together with 1 Old Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=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) Refer to girder(s) for truss to truss' connections. tic 5) Provide mechanical connection (by others) of truss to bearing at joint(s) 6. +G!/ plate 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 6 and 1231 lb uplift at joint i F / • 4 7) Beveled to full bearing truss 6. plate or shim required provide surface with chord at joint(s) 8) Special hanger(s) or connection(s) required to support concentrated load(s) 452.0Ib down and 266.11b up at 2-5-12, and 452.0Ib down ` and 266.1lb up at 4-5-12, and 452.01b down and 266.1lb up at 6-9-4 on top chord, and 88.71b down and 27.21b up at 1-0-1, and 1411.61 * ; , No, 4.5161 down and 789.91b up at 2-11-12, and 623.31b down and 242.2Ib up at 4-11-12 on bottom chord. Design for unspecified connection(s) is : delegated to the building designer. _ Truss Pembroke Pines, FL 33331. 00 9) Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., STATE OF LOAD CASE(S) Standard,,�t�' ;( 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 'wi• ;O �.4• Uniform Loads (plf) Vert: 1-3=-74.0, 4-6=-20.0 L► Concentrated Loads (lb) ,&WARNING - Vsr(fy design parameters and READ NOTES ONTMS AND REVERSE SmE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss ------ — designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the elector. Additional permanent bil9cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. t �T��� 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. Ir *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 4000 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS ca c3 o WEBS J5 Cr o01 _ o d �y u U a cs c� ce O0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ME MiTek� TM ���0 PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 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. FORM018,019 Job Truss Truss Type Qty Ply HORTON .. 1 1 14421401 DR1965E J ROOFTRUSS 20 1 (optional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:17 2003 Page 1 100 700 1-0-0 7-0-0 3 Scale = 1:16.6 5.o0 52 2 4 2A = 700 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 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) 1 st LC LL Min I/defl = 360 Weight: 23 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 10-0-0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2=221 (load case 5) Max Uplift3=-255(load case 5), 2=-175(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 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 11; exposure B; partially;MW FRS 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) Standardit t : No.4.5161 Y Y •� STAFF OF .0` R ID�'�'+° ®WARNING - VerVy design parameters and READ NOTES ONTWS AND REVERSE SWE BEFORE USE. �® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Appllcabll8y of design parameters and proper Incorporation of component is responsibility at building designer - not truss - - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNeing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek° Handling Installlnq and Bracing Recommsndatlon available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 PO* * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and "securely seat-. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca ZA o _ o U uIN- h' ;Oa M Oacs O 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 40`� continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM CLIP FORM018,019 aiONG MIML ® _ HYDR®,A/ROO Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, ` erection and installation of trusses. ' © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON i 14421402 DR1965E J3 ROOFTRUSS 3 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:12:36 2003 Page 1 -1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:8.7 5.00 12 2 2.4 = 5 4 1-0-0 1-4-0 3-0-0 e i 1-0-0 0-4-0 1-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) 0.04 2 >332 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.06 1 >211 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC ILL Min I/defl = 360 Weight: 11 Ib' LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 3=95/Mechanical, 4=-114/Mechanical, 5=373/0-3-0 Max Horz 5=101(load case 5) Max Uplift3=-110(load case 5), 4=-114(load case 1), 5=-239(load case 4) Max Grav3=95(load case 1), 4=100(load case 4), 5=373(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=29 BOT CHORD 2-5=0, 4-5=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 3, 114 lb uplift at joint 4 and 239 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 !� i Bf �.•*fit. No. 4-51 f 1 � ,k V &Y •. STATE OFdIV ®WARNING - Ver(y design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bi?bcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erectlon and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installinq and Bracing Recomm*ndati)n available from Truss Plate Institute, 583 D'Onolilo Drive, Madison, WI53719. 1 IT��® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat; Ye" 1/8^ . 17-1 *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca Q 0U V_ EBS 0 O aO oVa ce c7 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 dinTension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. �o MiTek® TM PANEL CLIP FORM018,019 �AnG nWa ® H7DQO��R OR _ General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. r- I Job Truss Truss Type Qty Ply HORTON 14421403 DR1965E ' JG MONO TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:19 2003 Page 1 -1-0-0 3-8-2 7-0-0 i 1-0-0 3-8-2 3-3-14 2x4 II Scale = 1;18.1 3 5.00 12 5 2 6 4 3x4 = 2x4 11 7-0-0 r .. 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.20 1 >83 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc puffins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=280/0-1-8, 2=361/0-8-0 Max Horz 2=241(load case 4) Max Uplift4=-208(load case 4), 2=-241(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-5=-80, 3-5=67, 3-4=-218 BOT CHORD 2-6=0, 4-6=0 NOTES (6) 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 4 and 241 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 5) Special hanger(s) or connection(s) required to support concentrated load(s}61.81b up at 1-8-0 on top chord, and 13.0Ib up at 1-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. �1— 13 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ! LiI„I/ LOAD CASE(S) Standard ' ��,� '�%J�• �. 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) " * 'k Vert: 1-3=-74.0, 2-4=-20.0 : i+i0.4.5161 Concentrated Loads (lb) Vert: 5=61.8 6=13.0 �J STATE 4F = �oNaL A WARNING - Vel design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. N Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brocing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consuff CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. r Symbols PLATE LOCATION AND ORIENTATION t 3/. * Center plate on joint. unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides'of truss and : securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40�1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 - Numbering System J2 J3 J4 TOP CHORDS ca Q WEBS J5 O o _ SC8 QO isO c� ce0 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. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko TM PANEL CLIP ,GANG -NAIL ® MYOR0,4/R'O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer. 15. Care should be exercised in handling, ' erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421404 DR1965E JG1 1 FLAT 1 1 (optional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:20 2003 Page 1 3-5-8 6-11-0 3-5-8 3-5-8 3x4 = Scale = 1:11.5 1 3x4 = 9 2 2x4 11 10 3 3x8 = 7 5 8 4 2x4 II 2x4 11 3-5-8 6-11-0 3-5-8 3-5-8 .LOADING LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.04 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.00 4 n/a. BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-9 oc pudins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=689/0-1-8, 4=792/0-1-8 Max Uplift6=-61 1 (load case 2), 4=-634(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-6=-607, 1-9=-1294, 2-9=-1294, 2-10=-1294, 3-10=-1294, 3-4=-604 BOT CHORD 6-7=0, 5-7=0, 5-8=-0, 4-8=0 WEBS 2-5=-336, 1-5=1385, 3-5=1385 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFIRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 611 lb uplift at joint 6 and 634 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 56.41b down and 256.31b up at 2-11-3, and 11.61b down and tk 126.51b up at 5-0-1 on top chord, and 421.51b down and 371.81b up at 2-11-8, and 368.91b down and 133.41b up at 4-11-12 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. ' •:�, j'•r LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 * No 45161 Uniform Loads (plo Vert: 4-6=-20.0, 1-3=-74.0 Concentrated Loads � L (Ib) STATE OF Vert: 7=-421.5 8=-368.9 9=-56.4 10=-11.6 s ®wAil - Verjfy design parameters and READ NOTES oN THIS AND REVERSE SIDE BEFORE USE. ®� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iT®k® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. F Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat.: [T"4� *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40", continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 73- a:WEBS 5 00_ G �,, ,i QU O a �tiIJ M O a C8 C7 C8 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM PANEL CLIP ,GANG-"""` O MY®RO,tIUQ:® ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer. 15. Care should be exercised in handling, ` erection and installation of trusses, - © 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply HORTON 14421405 DR1965E J02 ' FLAT 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:21 2003 Page 1 3-5-8 6-11-0 3-5-8 3-5-8 3x4 = Scale = 1:11:5 1 3x4 = 9 2 2x4 11 10 3 Ll 3x8 = 7 5 8 4 2x4 II 2x4 II 3-5-8 6-11-0 3-5-8 3-5-8 .LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.04 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horc(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-7-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=677/0-1-8, 4=77610-1-8 Max Uplift6=-568(load case 2), 4=-577(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-596, 1-9=-1266, 2-9=-1266, 2-10=-1266, 3-10=-1266, 3-4=-588 BOT CHORD 6-7=0, 5-7=0, 5-8=-0, 4-8=0 WEBS 2-5=-307, 1-5=1355, 3-5=1355 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFIRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 6 and 577 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 37.1lb down and 204.51b up at. 2-11-3, and 77.91b up at 5-0-1 i f r� on top chord, and 423.61b down and 371.81b up at 2-11-8, and 372.31b down and 133.41b up at 4-11-12 on bottom chord. Design for Li +'� 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. ' qr''j +.�i, r LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 No 4 1 61 Uniform Loads (plo Vert: 4-6=-20.0, 1-3=-74.0 Concentrated Loads .+-STATE�F = (lb) Vert: 7=-423.6 8=-372.3 9=-37.1 10=3.1 1 '• i .....0 o R Io,�'�' waL WARNING - Vsr{ jy design par+ametsrs and READ NOTES oN TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing SpeclRcatlon, and NIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Instltute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat, � 8 *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbeving System J2 J3 J4 TOP CHORDS cz ca WEBS J5 o _ o O a F U O � a ce cr cc 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® O TM PANEL CLIP ;GANG -NAIL p HYORO,A/R �_, (`� _ �-, _ r •tea � ,� � �a �, � Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421406 DR1965E ' K' ROOF TRUSS 6 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:22 2003 Page 1 -1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:13.0 5.00 F12 2 i� 4 2A = 5-0-0 5-0-0 ,LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >199 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) list LC LL Min I/deft = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. 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, 2-3=50 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 Ib uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 3 n NO, 4 5161 5 Y STATE OF ; • A&WAIWNO - VerVy design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. ®�® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brblcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Qualify Standard, DSB-89 Bracing SpecMcatlon, and HIS-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 16- 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides'of truss and securely seat. *For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c� WEBS J5 OCC _ a V O f- a c8 c? ce OF BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N !a! 0 MiTeke TM PANEL CLIP ' -"""` O . HYORO,A/R O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, ' erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job . Truss Truss Type Qty Ply HORTON 4 14421407 DR1965E L ROOFTRUSS 6 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:23 2003 Page 1 -1-0-0 3-0-0 1-0-0 3-0-0 Scale = 18.7 5.00 F12 2 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz2=101(load case 5) Max Uplift3=-99(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-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 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 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 13 * ' No. 4.5 1f# i 0 STATE OF r ®WARNING - Ver M dcsign parameters and READ NOTES oN Tffi3 AND REVERSE SIDE BEFORE USE. ®� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Cualtty Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installinst and Bracing Recommondatlon available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A * 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.. �e J2 J3 . J4 owner and all other interested parties„ TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations, truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at I /4 length(+ 6" from �, panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of e required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6• Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. _ ® 15. Care should be exercised in handling, TM �,PEL erection and installation of trusses. r © 1993 Mitek Holdings, Inc. FORM018,019 MA.ruo-nuuL ® HYDRDAIR ® :' - Job Truss Truss Type Qty Ply HORTON 14421408 DR1965E L1 ROOF TRUSS 2 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:09 2003 Page 1 -1-0-0 3-1-8 1-0-0 3-1-8 Scale = 1:8.9 5.00 12 2 4 3-1-8 3-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft 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 I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=75/Mechanical, 2=257/0-8-0, 4=27/Mechanical Max Horz 2= 1 04(load case 5) Max Uplift3=-104(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-55 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 104 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 Flo No, No, 4 5161 C7 s: 4r ,.1.o R ' 66,�' WAL A WARNING - VerW design parameters and READ NOTES oN Tws AND REVERSE SIDE BEFORE USE. es Design voila for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and k>aded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrk>aWn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 5a3 D'Onofrla Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS a c3 o WEBS J5 a 0 0 U O Q. y+ U 0 � a ce a ce FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH 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 dirrrension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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, MliTek® TM PANEL CLIP FORM018,019 GANG -NAIL ® HYOR0IA' 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 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 Truss Type Qty Ply HORTON 14421409 DR1965E L24 ROOF TRUSS 1 1 (optional) ACCU-SPAR:-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:31 2003 Page 1 2-5-8 2-5-8 Scale = 1:8.9 5.00 F12 2 1• 4,6 4 2-5-8 258 Plate Offsets X Y : 1:0-0-11 0-2-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 1-4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 4 SYP No.3 1-4-15 REACTIONS (lb/size) 1=113/0-1-8, 3=89/Mechanical, 4=24/Mechanical Max Horz 1=95(load case 5) Max Upliftl=-39(load case 5), 3=-102(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-40, 2-3=27 BOT CHORD 1-4=0 NOTES (5) 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 at joint(s)1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 1 and 102 lb uplift at joint 3. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 13 L -� LOAD CASE(S) Standard ...... I * ' No, 4 5161 Y /��y5�{`� ]ram [/�)/F� •.• S 1 AT V I V ®WARNING - Ver j jy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. all Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -— designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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 Ye securely seat. J2 J3 J4 owner and all other interested parties.. � TOP CHORDS 2. Cut members to bear tightly against each ca ca other. Cr WEBS J5 3, Place plates on each face of truss at each * 4 x 2 orientation, locate For o ,� ; ; Q joint and embed fully, Avoid knots and wane plates/s" from outside edge of � o a �y V at joint locations, truss and vertical web. a 4, Unless otherwise noted, locate chords laces splices o at I/4 panel length(+ 6" from adjacent joint.) C8 C, c6 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of o required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , ® 15. Care should be exercised in handling, TM PANEL CLIP erection and installation of trusses, © 1993 Mitek Holdings, Inc. FORM018,019 Q'NQ-NAJL HYORO,A/R® Job _ Truss Truss Type Qty Ply HORTON , "IL27 14421410 R1965E ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:48 2003 Pagel 2-8-8 2-8-8 Scale = 1:8.9 5.00 12 3 2-8-8 2-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) . -0.00 2 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-1-8 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=121/0-1-8, 2=96/Mechanical, 3=26/Mechanical Max Horz 1=95(load case 5) Max Upliftl=-46(load case 5), 2=-107(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35 SOT CHORD 1-3=0 NOTES (5) 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 at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 1 and 107 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard B�� e t No. 4.5161 �♦ STATE OF :koY �oNaL ®WARNING - VerVy design panarneters 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 for on Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance tegarding fabrication, quality control, storage, delivery, erection and bracing, consult CST788 Quality Standard, DSB-89 Bracing Specification, and HIS-91 A Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI53719. M I���® 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 sec urely seat. *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4010 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c3 VNcc 0U 0O ace c� O BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N la! 0 MiTeko PANEL TM CLIP ®; HYORMA/R O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, • erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job - Truss Truss Type Qty Ply HORTON � , " 14421411 DR1965E M ROOFTRUSS 16 1 (optional ACCU-SPAW-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:26 2003 Page 1 3 -1-0-0 1-0-0 1-0-0 1-0-0 - Scale = 1:5.2 2 5.00 12 1 4 . 1-0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz2=53(load case 4) Max Uplift3=-25(load case 5), 2=-142(load case 4) Max Grav3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 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 11; exposure B; partially; MWFIRS 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 p('///�� _ l�T iriiTT !�C ra �3� Vr •i t.. 47.`LT'�•Ti7Le ®WARNING - VerVy design pararneters and READ NOTES, ON TIM AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for literal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property ,/ securely seat. J2 J3 J4 owner and all other interested parties.. �- TOP CHORDS 2. Cut members to bear tightly against each cz c73 other. 0 WEBS J5 Cr3, Place plates on each face of truss at each *For 4 x 2 orientation, locate ; joint and embed fully. Avoid knots and wane plates/a" from outside edge of 0o a �y v _ at joint locations, truss and vertical web. a 4, Unless otherwise noted, locate chords laces P at I/4 panel length(+ 6" from adjacent joint,) ce C, Cro BOTTOM 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 ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST 7o 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, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , ® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, = - © 1993 Mitek Holdings, Inc. - CLIP FORM019,019 GANG -NAIL QR HYDRO -AIR® !., _ Job - Truss Truss Type Qty Ply HORTON s R, ) 14421412 DR1965E S ROOF TRUSS 3 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:15:02 2003 Page 1 -1-5-0 5-3-5 9-10-13 r 1-5-0 5-3-5 4-7-8 - Sw14= 18.3 3.54 12 3x4 3 2 e 2x4 11 7 6 5 3x4 = 2x4 = 5-3-5 9-9-15 9-1q-13 5-3-5 4-6-10 0-0-14 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1,33 TC 0.49 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >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 5-11-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz2=273(load case 2) Max Uplift4=-315(load case 5), 2=-263(load case 2), 5=-171(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4=64 BOT CHORD 2-7=1000, 6-7=1000, 5-6=0 WEBS 3-7=166, 3-6=-1068 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 315 lb uplift at joint 4, 263 lb uplift at joint 2 and 171 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. IN LOAD CASE(S) Standard e �XD f �`+�I��►lJ _ 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 i �,�•'� j•.,• "7 Uniform Loads (plf) 0 Vert:1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 * No. 4.5161 STATE OF e ®WARNING - VerVy design parameters and READ NOTES ONTZUS AND REVERSE SIDE BEFORE USE. woo® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be - Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer . not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the IBM responsibillty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 OST-88 Quality Standard, DSB-89 Bracing Spectncatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Jy *For 4 x 2 orientation, locate plates/a" from outside edge of truss and vertical web. *This symbol indicates the - required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS c2 Q o WEBS oO IJ5 O ace c?u0O BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /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. L 15, Care should be exercised in handling, • erection and installation of trusses. w © 1993 Mitek Holdings, Inc. FORM018,019 Job - Truss Truss Type Qty Ply HORTON s W .i 14421413 DR1965E S1 ROOF TRUSS 2 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:15:18 2003 Page 1 150 451 1-5-0 4-5-1 3 Sca = 1:9.7 3.54 12 ' .. 2 - 5 4 2A = 4-5-1 4-5110 4-5-1 0-0-9 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 >333 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deFl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-1 oc,purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=87/Mechanical, 2=218/0-11-5, 4=31/Mechanical Max Horz2=58(load case 3) Max Uplift3=-101(load case 5), 2=-120(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-5=24, 2-5=24, 2-3=-28 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 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 101 lb uplift at joint 3 and 120 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 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) i 13 Vert: 1-5=-74.0 v i a via Trapezoidal Loads (plf) .•'�� Vert: 5=0.0-to-3=-81.8, 2=-1.7-to-4=-22.1 N0,45161 *. 'SATE OF �°Ctr ®WARNING - Ver{ fy design parameters astd READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE- MEN _ Q9 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be 0-4 IN Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss -_ designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 ����® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely, seat. AAA,, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40", continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 0 0 U a O Lumbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17,08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 0 cr O U a 0 MiTek® TM PANEL CLIP GANG -NAIL ® R I ®R®.A IR ®. . . Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,, 2• Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5• Unless otherwise noted, moisture content'of lumber shall not exceed 19%at time of fabrication. 6• Unless expressly noted, this design is not, applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, • erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job - Truss Truss Type Qty Ply HORTON s F 1 14421414 DR1965E S2 ROOF TRUSS 2 1 (optional) ACCU-SPAW-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:15:33 2003 Page 1 -1-5-0 4-2-15 1-5-0 4-2-15 3 Scale :9.2 3.54 12 2 2xa = 5 X 4 y 1-5-0 1-10-10 4-2-15 i 1-5-0 0-5-10 2-4-5 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.10 2 >192 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.16 1 >110 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=91/Mechanical, 4=-85/Mechanical, 5=311/0-3-0 Max Horz5=55(load case 3) Max Uplift3=-94(load case 5), 4=-85(load case 1), 5=-225(load case 2) Max Grav3=91(load case 1), 4=89(load case 2), 5=311(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=17 BOT CHORD 2-5=-0, 4-5=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3, 85 lb uplift at joint 4 and 225 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 i �%/ 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 �� Uniform Loads (plf) .+"••+••+•+ �3 rC�•: Trapezoidal Loads (plf) 1t, ;• Vert: 2=-0.0-to-3=-78.5, 2=0.0-to-4=-21.2 r• No. 4.5161 y en STATE OF Y -.4a R .41 ANAL A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 �► ® M'Tek Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. [- r Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, *This symbol indicates the - required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401", continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cs Q c WEBS J5 O O O�� " U r- a ca a ce 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N la! 0 MiTeke TM PANEL CLIP "°"'G"""" ® Of General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. 1r © 1993 Mitek Holdings, Inc. Job . Truss Truss Type Qty Ply HORTON ,* v 14421415 DR1965E S4 ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:30 2003 Page 1 3 1-5-0 2-4-5 1-5-0 2-4-5 1:6.3 3.54 12 2 5 1 4 4 2-4-5 2x4 = 2-4-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.05 1 >470 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-5 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=-22/Mechanical, 2=195/0-11-5, 4=10/Mechanical Max Horz 2=30(load case 2) Max Uplift3=-22(load case 1); 2=-150(load case 2) Max Grav3=53(load case 4), 2=195(load case 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-5=24, 2-5=24, 2-3=-27 BOT CHORD 24=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFIRS 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 22 lb uplift at joint 3 and 150 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 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 �iVE 13 Uniform Loads (plo t �►`•�+t 1, _ Vert: 1-5=-74.0 � l via aZ ••'• Trapezoidal Loads (plf) *c qi '• f •:��,� Vert: 5=-0.0-to-3=-52.3, 2=-2.1-to-4=-14.1 t . No. 4 5161 Y Y �� ,».r •� ;}TAT 01 0 to 1w. ®WARNING - ver{ jy design parameters and reran xoms ON Tms AND REVERSE smE BEmRE USE. t�—® Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss Nil designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br�icing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabrkatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 w A'�w �® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. e•+ Mv� Symbols bols 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. '/e' *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 o WEBS NJcr 0'3 _ ,� a.0 O OV ►- a- ce v r ce 0 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 4P� 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 �O JilPANEL TM SLIP FORM018,019 GANG -NAIL ® HYORO'A/R® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/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. F (� 8-6-0 � 9-0-0 15-0-0 5-0-0 20-0-0 9-4-0 BRG, UNLESS NOTED I V�'A f M I r1 C=: ALL BEARING WALLS TO BE PLACED - _1 �_ 1 PLY HGR. �� C TI C E I I REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO, SETTING TRUSSES.. I �',,. ;, 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING.. IA L 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR1965E DATE: 10-25-02 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 5 /H: 12" AA7-321-�l BY: T.H JOB NAME: MODEL 1965 "E" ELEV. ABRG-. BLOCK