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HomeMy WebLinkAbout267 Clydesdale Cir 03-1789 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER 9111 .' ty d 7 SUBDIVISION.,J PERMIT # C=2j — C)(% DATE 5 - 0L, -.L3 PERMIT DESCRIPTION c,v PERMIT VALUATION SQUARE FOOTAGE PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR c 0 PLUMBING CONTRACTOR a a OMISCELLANEOUSCONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE CERTIFICATE OF, OCCUPANCY / COMPLETION This is to certify that the building located at 267 CLYDESDALE CIR for which permit 03-00001789 has heretofore been issued on 5/21/03 has been completed according to plans and specifications filed in the office of the Bulldinil,,Official prior to the issuance of said building permit, to wit as tA.1) Kam,-410 V2 d ,,,,_na - complies with all the building, plumbing, electrildal, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL' Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Q Lines In l Meter Set Reclaimed Water ENGINEERING: Drainage Maintenance Bond PUBLIC WORKS: Street Name Signs qjUj63 Storm Sewer Street Work DESCRIPTION FIRE: Inspected Sewer Lines In Sewer Tap WATER -SEWER IMPACT FEES O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -BUILDING O1-APPLCTN FEE -MECHANIC O1-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES O1-FIRE IMPACT - RESIDENT O1-LIBRARY IMPACT FEE Street Paved Street Lights Driveway FEES PAID DATE APPROVAL DATE AMOUNT 6 23 03 7/03/03 5/21/03 7/18/03 5/27/03 5/21/03 5/21/03 5/21/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 267 CLYDESDALE CIR for which permit 03-00001789 has heretofore been issued on 5/21/03 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 5/21/03 5/21/03 5/21/03 5/21/03 5/21/03 5/21/03 5/21/03 5/21/03 279.61 91.93 11.23 847.00 11.24 1384.00 650.00 1700.00 D K ryl s?/2"3 3 OWNER BUILDI G OFFICIAL DATE I, v CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE. - aa-os PERMIT #:03- c ADDRESS: CONTRACTOR: \ l k PHONE #: yCDi - 8 -,S a - y Q3 A8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works 0 Utilities Fire (\ I A Zoning (\ 1' Licensing (\ A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) eej) -1 tcn/ f - 0 34 la(o CERTIFCATE OF OCCUPANCY Ppe-vVo REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: - PERMIT #: 0 ADDRESS: CONTRACTOR: Q 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. OEngineering OPublic Works 0 Utilities 0 Fire zI o b 0 Zoning n( A Licensing (\. A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE:. - PERMIT #: ADDRESS: CONTRACTOR: \ l Q)C\-'Zor-% PHONE #: yCD`1- 8 3 a - y S 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 OFire Public Works OZoning ( A O Utilitie Licensing ( A CONDITIONS: (TO BE COMPLETED 0 LY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For tnsuranoe9omparry Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS pncuding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 267 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 33, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): if#" or ##.##### NAD 1927 O NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER F B2 COUNTY NAME 83. STATE SEMINOLE COUNTY 120289 1 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE 88. FLOOD ZONE(S) Zor a AD, use depl h of fboc&V) 1202890045 E 4117195 4117195 A X 24.6 tl1 U. Indicate the source of the Base Flood Elevation (BFE) data or vase flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): 812. Is the building 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. CZ Building Diagram Number 1(Select the building diagram most similar to the building for which this owtificate is being completed - see pages 6 and 7. ff 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, ARIA, AWAE, ARIA1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is di ent 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 ConversiorlComments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top & bottom floor (including basement or enclosure) M. 4 t M o b) Top of next higher floor WA : ft.(m) v' o c) Bottom of lowest horizontal structural member (V zones only) N/A. f (m) o d) Attached garage (top of slab) 34. 9 ft,(m) ao 1oe) Lowest elevation of machinery and/or equipment w m servicing the building (Describe in a Comments area) 34.7 ft(m) o f) Lowest adjacent (finished) grade (LAG) 33.9IL(m) Z' o g) Highest adjacent (finished) grade (HAG) M. AA(m) m o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) is - SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. M CERTIFIERS NAME: WILLIAM R. MUSCATELLO, A LICENSE NUMBER: 4928 CA TITLE. PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. a` ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST .180 1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 9/18M (407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance ConpanyUse. BUILDING STREET ADDRESS (Indudug Apt, Unit Suihe. and/or Bldg. Na) OR P.O. ROUTE AND BOX NO. Pa&,y Number 267 CLYDESDALE CIRCLE CITY STATE ZJP CODE Company NAIC NumberSANFORDFL32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent1company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DECSRIBED 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 (WRHOUT BFE) For Zone AO and Zane A (without BFE), complete Items Et 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 for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the balding is _ ft(m) _in.(cm) above or below (check one) the highest adacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (see page 4 the next higher floor or elevated floor (elevation b) of the building is _ ft(m) —in-(cm) above the highest adiiacent grade. Complete items C3.h and C3.1 on front of form. E4. The top of the platform of machinery and/or equipment servicing the buildling is _ ft(m) _in.(=) 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 oommunWs floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who cornpletes Sections A, B. C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA4ssued or coa munity- issued BFE) or Zone AO must sign here. The statements in Sectons A, B G and E are coned to the best of my knowiledge. 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 communitys floodplain management ordnance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Compete the applicable items) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law b oer ify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or eommunitymissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for cormunity floodplain management purposes. G8. Elevation of as -built lowest floor (including t>asernenQ of the building is: _ _fL(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 oiulw% i UM DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 33, BAKERS CROSSING PHASE 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLQRIDA 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). PI 1 . In I I o3t z Imo0 w I z U I Q U U 3 oOfQQUI/ rc 1 P J U O C14IO4 W 1ry O V Lo O wHI O o Z ZI 589211a W 25.00' POB NOTE: I nJ 3 "' I P 125.18' ZIE tl W Z 3 C W O I 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 09-17-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND TIIE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN AND ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY 1"=30' GRAPHIC SCAL 0 15 30 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA GARY PELZNER AND ELIZABETH PELZNER CH MORTGAGE COMPANY, I , LTD. LOT 32 S89X2749 E El A/C PAD 53. a' G s ONE STORY 7.0 IZ. wCONCRETE BLOCK 1• W RESIDENCE ry 'ate FINISH FLOOR ri A ELEVATION- 35.42 0 u7. 0' N 58. 8' i 89' 27'49"W LOT 44 BAKERS CROSSING, PH 1 PLAT BOOK 60, PAGE 27-29 BEARINGS SHOWN HEREON ARE BASED ON I THENORT14ERLYLINEOFLOT33ASFIELD DATE:) 5-28-03 SCALE: I" = 30 FEET APPROVED BY: WRM JOB NO. ASM40436 DRAWN BY: REVISED: FOUNDATION FINAL 9- 17-03 CKB PLOT PLAN 4-28-03 JML 1 i I I1 1 1 1 mw 1 Z IZ O cy- Q i O UZ O W F J 1 Z O f O j}y rU I N1 i 1 1 WI I 11ILEGENDBUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 3 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POE POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L816393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIOA 32801- (407) 426-7979 Q FND NAIL AND DISC LB #6393 ( 09/17/03) O FND 1/2' IRON ROD AND CAP LB 16393 (09117103) CNA CORNER NOT ACCESSIOLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR C014DITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. a - ZZ- off 1 FOR THE FIRM ILIAM R. MU CATElLO JR. PS #4CJ28 DATE COUNTY Ui SiMIH(Jl.[ lMPAC7 F[[ 13T0T[,U]1T IS[X)[D DY (Jr., 1AN[UkD SlATEXENT NUMBER 103-75481 DATE: c_-'-' w`~`- l` fBUILDINGPERMITMUM' ITY) COUNTY NUMBER: Uk|Il ADDRESS: t` i-___-_----'--------~-----'---- TkAF[I< 7ONL: Ji8RISDIC[IUHr o[C: TWP: RN8: PARCEL: SUBDIVISION: -------------------- TR#CT: --------_-----------/ PLAT BOOK: _____ PLAT BOOK PAGE: PLUCK: _____ L T: ONN[k NAML: ADDRESS: nPPLICANT 0DDRESS: iAXD USE CAlEEORY: 001 - Singlo Family Detached Hcuse Y['[ UE[: Reuidential WORK DESCRIPTION: Single Family Houses Detached - Construction F|E BENEFIT RAJE FEE UNIT RATE PER 0 (\ TYPE TOTAL DWI:-: TY['[' DIST SCHAULE DESC. UNIT OF UNITS KUN0C ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 703.0() 1»1D1) COiL[CTCRS NORTH O dwl unit $ 142,00 1 $ 142.00 LIDRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.()0 SC(<[CLS CO -WIDE O dwl unit 11,384.00 1 $ 1pQ4.00 AMOUNT DUE $ 2,285.00 R[C[IV[D DY: SIGN TU: PL]A E F1lIHlNAME) ' DATL: NOTE TO RECEIVING SIGNATORY/APPLICANT: SAIL1!RE TO NOTIFY ONNE|Z AND 1'_** N1,`,URL PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *<'fv. DISTRI0JTION: 1-COUNTY J-CITY 2- APPLICANT ACUUNTY P[ kSO<; AR[ ADVISED THAT THIS IS A STATEMENT OF FEES WHICH AR[ DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PB0`|I[. P[[< SUN!; AK[ ALSO ADVISED THAT ANY RIGHTS OF THU APPLICANT, OR OWNER, O APPEAL TYE CALCULATIONS OF THE ROAD, LIBRORY SY3117M AN))AU! FD\ KCA'[lUHAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILIN8 M WRITTEN RECUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGHhJUUT DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY ON OCCUPANCY. TEE REQUEST FOR REVIEW MUST MEET TPE REKUIREHFH[TS OF 111E C[ KU{[Y LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR RECUESTED, FROM TPE PLAN IrPLEMEhTATlOh OFFIC[: 1101 [ ACT FIRJ7 STREET, SANYORD, FLORIDA 32771; (407) 665'7671. PAYMENT 2[OULD BE MADE TO: CITY OF SANFORD DUILDINH D[PMk.[M[MT 300 NO\Ul| PARK AVk:HW[ SAN|: 81AD. [i 32?71 PAYMENT E[CULD BE BY CHECK OR MONEY ORDER, AND 26QULO |UEF[P[HC[ Till.: JAT[KENT NUMBER AHD CITY BUILDING PERMIT NUMBER AT THE TOP U.* T|{[ NUTIC[. swa|| IC C[hT[MENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF At|:! FAMILY BUILDING PERMITTATfT)TT71>TT?*TT=* CITY OF SANFORD PERMIT APPLICATION Permit # : 0 3 + ( e, Date: Job Address: 1A 3 (hft kt,t-3 cr'S f j !n , rL4 J C.(yAt.$ J ^(e— Description of Work: Cuyyq l L c P try t^ Aw y 51 Tom( Historic District: Zoning: Value of Work: S Sd LO Permit Type: Building Electrical Mechanical Plumbing K-- Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) 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 #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: • 9 • rT Phone: Contractor Name & Address: P.O. Phone & Fax: Bonding Company: Address: Person: State License Number: Cr — CO Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: hone: 344 - 3 S 5 w 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. 1 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 prodiaLmay be found in the public records of this county, and there may be additional permits required from other governmental entities such as water mawgcmcnt districts, to agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: 7gnature o Jo or/ Agcntr I Dfite Print Contractor/Agent's Name Signature of Notary -State of Florida Date MAR Y. HALL MY 408758COMMContractor/ Agent ISSION ff CC PersonalMe XpIRE February 8758 2004 ProducedID1'f f d Thru Notary Public UnderNritere Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) t..;,.. ., r•ar -n jrt0 x.3,ti.-'t'e•n't,i rirt v i9.' ^ .K: CITY OF SANFORD PERMIT APPLICATION Permit # • O 3 Job Address:_, Description of Work: Historic District: r D _ Date: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Po41• . _ Electrical: New Service — # of A S Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial ' Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for otber than X) Parcel M (Attach Proof of Ownership & Legal Description) Owners Name & Address: . Phone: Contractor Name &' Address: to License IN Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: 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 co iance with'all applicable law:: regulatingregulating Mconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMENCEM T MA UCf IN YOUR PAVING TWICE FOR DAPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUL WITH/Y % JR 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 pr at.rmi/be found in the publi ords of this county, and there may be additional permits required from other governmental entities such as water e t dtstnc state agencies, or fc -a agencies. Acceptance of permit is verification that I %till notify the owner of the property f the requirements of Lien Law s 713. Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Knot%n to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Specia! Conditions: Date S' ature of Contractor/Agent t D1ate ROBERT G. DELLO RUSSO Sienature Agent's Na e V Z I Date -%-State of Florida Da e Contractor/Ac:-::s ZPeronaF7,Known to Me or Producrc* :D Zoning: Initial & Date) FD: Initial & Date) (ItNtial & Dat: v EXPIRES: June 14, 2007 Banded Thru Notary PdA Underwriters 5-06-203 7:09AM FROm e!•!V.+, O:r..•q ... sq;rvw.+.rv!Yt•.Y:;... ,..,,.,.,:y rqr. A...... ,,.• _ , .. •: :-2;. CfrY OF SANFORD PERMIT APPLICATION Permit a :U Job•A"144 •`. PfiFr O@ 0 WOO' ^ .. glw Permit Typo; Building. Eleurtical „ Mechanical PlumPoolbing Fire Spnnkler/Alarm TemporWy Pole Electrical: New Service - a of AMPS Addition/Alteration Change of Service __ _ Mechanical: Residential Non- Residential Nc(Duct Layout &Energy C81c. Required) Replacement-+vPlumbing/ New Commercial: a of Flxwris y of water 8c Sewer Lines a of Gas lines Residential or Commercial PlumbinC/New Residential: q of Water Closets._ Plumbing Repair - Occupancy Type: Residential 1, Commercial Industrial Total Square Eout2gt: _ form rtquirud for other than X) Construellon Type: a of Storiti: is of Dwelling Units: _, flood Zone: , (FEh1A a: Artach Proo( urO-riershin Legat Description), Bd l v Pored5_SO.rncra Name d Addrese: L rO -Z S' j % 3 Phnnr: DY, _ w r 1 k- - P_ t`S contractor ari & Addreu: 1 j E12- UU j Z% ti , irate L(l censt Numhtr' _, ,_ ik—_ .. 3L m..\ t e Phunu:(.i Yhoue & Fax: ,> y •- Contact Person: bonding company:-- Addre. t: Ylorlgagt Lender. _ Address: Archittct/Engineer: _ Pliant Fa a: Address: -- Application is hereby made 10 obtain a permit to do the work and initatlalions as indicated. I certify that no wrtk or insullanon has vomrnente0 poor to the ppem cmustabe ssecureddfor ELEll CTRICAL WORKn PLUMB NG, SIONS WELLSPOOLS,IFURNACES BOin ILERS. HEAD ERS, TANKS Jane 1 : upanu AIR CONDITIONERS, Cie. OWNER'S AFFIDAv IT: 1 certify that an Or•the toreto""11lnfia marion is accurate and dut all W%" Will lac done in compliancy with all aPPl,coblt 14W& msultnng construction and zoning. WARTIrNO TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMr%N•f MAY RESULT IN YOUR PAYfNC TWICE FOR IMPROVEMIEWTSTOYOURPROPERTY. 1F YOU NTEND TO OBTAfN FINANCING, CONSULT wrrH YOUR LENDER OR AN ATTORNEY BEFORI; Rt: C:ORUNO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of thin permit. there may he additional resriczions applicable to this property that nay be found in the public rc4or•ds of this county, andtheremaybeadditionalpermitsrequirocifmmothergovcmmcnulcnnncasuchasM%tv management distnctt, stale agcnches, or icdent sbrnchcs. Acceptance of permit 1s vcrirlcation 1h71 1 will notify the owner of the property of the requue of 1:1 rd Lie Law, FS Wit:signuturc of Conretnr/Agent (1]IC n Signature ofOwner/ Agent CAI V I ps Print Ownc/Agcnt' s N.%nic *Prnintmtnctor/Agcnt'a Nn cofNuury•Storc of FlnntlaDatecofNVt. • [DEC nY Horhdu utc O „ 0-11CC/ Agaht i.t ..— YcrlunPny Knnhvn to Mc ui. I,'wnractnr/A,cni Is _ver:nna ly Known iv Mr n p,•ndut•A 11) YruJuCdtt 10 "-• •••— API' LICATION"AIr1' l(OVf{hllv•Illdg:_...... O'r'0' 1lnhusl,ITuc) fb. n]ISUu:c• 4hiti:hl & D31e) ( Ih1111a1 & Da1c) Pctl;il-- 4r°, MARIE A. ZETTLEMOYER IM W MY COMMISSION # CC 855100 4f;0r ;-10? EXPIRES: Jul15.2003 1a0 3-NOTARY Ra. Notary Service a Bonding Co. 2-24- 1 `J`J• b 4: b/ I'M r KUM CITY'OF SANFOP ELECTRICAL. PERMIT APPLICATION Permit Number: W2 Date: The undersigned hereby applies,, f//or apermit to install the following electrical: Owners Name: Address of Job:Z2&/ s% tC.1P -3•/ Electrical Contractor:/I/SS Residential: Non -Residential: Number Amount Addition Alteration, Repair Residential Non -Residential New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Descri tlon.of,Work:: Application Fee: 10.00 TOTAL DUE: r D By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. AP_PJi ignature State License Number a. »t3*`;j%M1i ,' .•.__.. _.___............... .................... ... _.. ...... ..__._,.. _... .... ........_... URHORMN" May 20, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. D _ 172; / for the following work: Construction of a SFR on Lot 33, Bakers Crossing Phase 2, 267 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive - Suite 102 •Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 D-R-HOMN' Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. Signature Patricia Coulton Printed/ Typed Name T 01vNMR Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owne Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 20th day of May, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is peonally known to or who produced their Florida State Identification. AL CIA AR SEAL 7NOTARY ICIA COULTON LIC STATE OFF ORiDASIONNO. DD134330 S10' 1. fix, IDLY 26,2C06 Notary Signature Notary Stamp 6250 Hazeltine National Drive • Suite 102.Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on Dacies 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number XXXX UNNAMED ROAD _-7/_-7 r r _f.4 c%l CITY STATE ZIP CODE SANFORD• FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3& BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Add'rdon, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): hr or ##.####N) NAD 1927 NAD 1983 USGS Quad Map .Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER F82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EIREFFECTNEVI,SED DATE B8. FLOOD ZONE(S) Zone A0, use depth of floodrg) 0045 E 4/17195 4/17195 X & A 245 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. . 11 FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 69: N NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes N No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: N 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, ARIA, AR/AE, ARM -AM, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments _ C. Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes N No o a) Top of bottom floor (Including basement or enclosure) 35. 1 ft.(m) o b) Top of next higher floor N/A. ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) 00 o d) Attached garage (top of slab) WA. ft.(m) E 9 o e) Lowest elevation of machinery and/or equipment w gym. servicing the building (Describe in a Comments area) NIA. ft.(m) E , o ) Lowest adjacent (finished) grade (LAG) NIA. fL(m) z' min o g) Highest adjacent (finished) grade (HAG) N/A. fL(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 D o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST E. 1A ORLANDO FL 32801 SIGNATURE VYVAA DATE TELEPHONE 11, 00" VV, /l 511603 (407)426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding Information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 0= UNNAMED ROAD CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher kor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adaoenl grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licenskxf surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: __; _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: __. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here'tf attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS 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 NAR WW HORSE, CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 04609 PG 0618 CLERK'S # 2003076112 RECORDED 06/07/2003 18s32st8 RIM 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) 33, 34, 35, 39 & 48 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 th Address: Fax It: 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 th 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 inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (I ) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: Kobtrt A. LawsoTW Assistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this4aeawareoCo-r—p—o—ration, day f L,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc. on e i o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid oa( o ry tgna taure q ALNOTARYSF L PATRI L N COULTON NOTARY PUBLIC STATE OF FI.ORIDA COMMISSION NO. DD134330 MYC0MMrc"-1- ' !' 2675106 Notary Seal MY 7 200J W111FIED COM MARYANNE MORSE CLERK OF CIRCUIT COURT SEMINOLE COUNTY. FLORIDA ail DEPUTY CLUM - - CITY ,ANFORD PERMIT APPLICATION O3~ Permit No.: Date: Job'Address: Permit Type: Building Electrical Mechanical Plumbing Fire Alu %1Spriakkr Description of Work 3E • Additional Information for Electrical & Plumbing Permlts Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (0 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 1-1nes 1 1 30 Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: S Type of Construction: Flood Zone: Number of Stories: f! Number of Dwelling Units: .t Parcel No.: Attach Proof of Ownership & Legal Description) Owner/Address/Phone: EZ pbyr' =-Nn tJP\ONE K LC@. OUP C. - `C 0 Contractor/Address/Phone: Ric a -A e, ACR IP'S--R -q 101 102 aWvbO,F State Licenso Number. Contact Person t F1TR? CO tJ +00 Phone & Fax Number. A0'-/aG'q -9 l01 Aaqeel GZZt3 Title Holder (If other than Owner): N % Address: Bonding Company: N/4 Address: Mortgage Lender: /'` Address: Architect/ Engineer A •6• C ttCx F' Phone No.: Address: All OSR• 34 St - I15111.1 A'Iktt- S 132:1-4} Fax No.: 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 compliancc 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 go vr=cntal entities Such as water management districts, state agencies, or federal agencies. Acce of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 1. Signs e o Owne ent Date Signature of Contractor Agent Date Vjint Own gent's Name Print Co for/gCnt's Signature of Notary -State o rids Date S t of Notary -State o on to FI A A Y 5 OFFI—CIAKE NOTARY SEAL PATRICIA COULTON PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134M COMMISSION NO. DD134330 MY COMML ON EXP. JULY 26 M MY COMMISSION EXP. JULY 2 , Owner/ Agent is Personally Known to Me or Contractor/Agent is P=nally Known to 11Ie or Produced ID Produced ID APPLICATION APPROVED BY: /6 a-- Date: S - -IT-3 Special Conditions: L d ••:r'.i' 'd "- a Q CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT I. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Foundation plan indicating footcr sizes for all bearing walls. Provide side view detailspa of these footers with reinforcement bar replacement. interior wall and room identification, b. Floor plan indicating partitions room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of 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. Finishp floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used In the structure. Bearingo non -bearing inter and exterior. Show all components of wall section. C. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. p f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. Stair details with tread and riser dimensions, stringer size, methods ofg. attachment, placement of handrails and guardrails. h. Square footage table showing footages: I S.F. Garages/Carports ICPorch(s)/Entry(s) i IS S.F. S.F. Patio(s) I "4•f i S.F. Conditioned structure Q T4-3--•S.F. 3. Total (Gross Area) Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. 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 5. Lintel- tic beatns - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10, Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATU By oi—er7arA"utholdillnt) 1"7 APEXe, PEST C O IN' !- 6ny;.FllmineHoii• t® Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number UCHASERS NAME AND ADDRESS address (-i2SZ) City/State/Zip (ellL ,rO. Phone & Email Quarterly Payment Amount `Yh"d4crSr, First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result in the cancellation of this Warranty and justifN, removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/ZIP Phone & Email INSTALLATION ADDRESS: CA2C&Z. A FO1Z Pt-. SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: & a%ZMI:) DAiMAGE REPAIR WARRANNTY From the date of installation of the Sentricon* Colony Elimination System, Apex will arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and 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 GOVER .= RELATIONSHIP OF THE PARTIES. qq2— pcx 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 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 Ellminatlon System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfor §t-) Zknx; er quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per %•ear. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to -maintain the areas) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of antieliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or undertheareas) batted. At no time tivill damage caused to any portion(s) of the Structure(s)9 even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunder.this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED. INCLL"DING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OFi\•IERC1 AINTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRVNT1' Customer expressly waives and releases any claims in any laNvsult, arbitration or other legal proceeding against Apex fornegligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic. compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it is the responsibility of all family members, visitors, vuests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract anti apply without exception. I. NTS: The Customer understands that: All componentsDOWELANCOOWNERSHIPOFSENTRICON" SYSTEM COMPONEoftheSentrlcon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not•offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Pities) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different form of termite protection. refund to the Customer an amount equal to the fee paid for services not yet received, and-, (5)retrieve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identifled herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modifled, altered, or otherwise changed or; (2) to any 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 Apex In writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DA;•IAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging an.pan of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused nt the time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYNIENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in fall 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 ftilfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or• materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)tcrmite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)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 foi commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all tht provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. Thi proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it. designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil 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 pit —des an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, in Its sole discretion, that it is unable to prevent or stop further damage to Proper, 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 t The Apex Corporate Office. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the identifie Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was request( 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 th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a F=. transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area' 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2847800-929-2847 888-764-2847 877-459-2847 Limited Power Of Attorney I hearbv name and appoint: Craig Coulton a each agent's of D.R. Horton Inc. JOSET-4 To be my lawful attorney in fact to act for me and ply The Building Dept. of: C I " E For a residential permit for work to be performed at: Lott-, Subdivision Address: ,q ci C, ar,irct aD, 7 2 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number 1 Signature of Contractor This foregoing ins ume t was acknowledged before me this: Date: )I t I D 3 By: Richard B. Ladd ( Contractor ) Who is personally Anowrl to me. OFFICIAL NUfAkY PATRICIA COULTON State of FIo Cange NOTARY PUBLIC STATE OFFLORIDA COMMISSION NO. DD134330 County of O I n ^ MY COMMISSION EXP. JULY26,2006 Notary POblic Signature V Notary Seal CITY OF SANFORD P.U. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 - FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) MAIDEN NAME NAME -D,- - 4c)c- 'On SERVICE ADDRESS ':ZA _( C C! ia t - C izc. SAtiif"Icz, ,= lt. 3, 0. q MAILING ADDRESS TURIN ON DATE Parnni (i L•on'raL- : u Ou- -iD>1IVIL C"rl 'C Ett r i ry Mal SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL HOME# WORK# q-f31 OWNER OF PROPERTY LJ-K. Hc>rTpn Inc, I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO -TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE PAID AT THE TIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRES ALL OUTSTANDING CHARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE D THAT NON- STOP SERV SIGNED DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT S APPLICATION FEE $ _ OTHER FEES $ TOTAL S CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE MUST PAY NED OFF FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1701 Builder: DR HORTON HOMES Address: oZt=;:+G I DESI 4L C 112C l_E, Permitting Office: City, State: Ft[D - 3a oZ Permit Number. Owner. Z.R. "CgzrdtJ Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 35.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.05 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (111) 1701 ft' c. N/A 7. Glass area & type a. Clear - single pane 287.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric licat Pump Cap: 35.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ 1-ISPF: 7.65 d. Tint/ r SHGC - double pane 0.0 ft' b. N/A 8. FI ypes a. S on -Grade Edge Insulation R=0.0, 207.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R=4.2, 1264.E ft' _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 376.0 ft' _ b. N/A c. N/A d N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1696.0 ft' _ 15. FIVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 1 1. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali(Sealed):Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as -built points: 24069 PASSTotalbasepoints: 24644 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: -------------- 11-02=------- hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: JUG u_ DATE: ------ Review of the plans and - THE sT specifications covered by this of = ATF calculation indicates compliance o'`. n with the Florida Energy Code. '«„ o Before construction is completed o this building will be inspected for compliance with Section 553.908 •rt, yc Florida Statutes. cov we BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1701.0 25.78 7893.3 Single, Clear NW 10.0 8.5 20.0 37.74 0.62 466.2 Single, Clear NW 5.0 6.5 32.0 37.74 0.69 836.0 Single, Clear NE 1.0 7.0 16.0 43.65 0.98 687.2 Single, Clear NE 1.0 7.0 16.0 43.65 0.99 688.2 Single, Clear NE 1.0 7.0 23.0 43.65 0.99 989.2 Single, Clear NE 1.0 5.0 10.0 43.65 0.95 416.1 Single, Clear SE 1.0 7.0 23.0 56.64 0.99 1283.3 Single, Clear SE 7.0 9.5 64.0 56.64 0.57 2068.1 Single, Clear SE 1.0 7.0 23.0 56.64 0.99 1283.3 Single, Clear E 7.5 8.5 18.0 59.31 0.56 598.3 if Single, Clear SW 1.0 7.0 32.0 52.82 0.98 1662.4 Single, Clear SW 1.0 5.0 10.0 52.82 0.94 495.3 As -Built Total: 287.0 11473.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 376.0 0.70 263.2 Concrete, Int Insul, Exterior 4.2 1264.6 1.16 1466.9 Exterior 1264.6 1.90 2402.7 Frame, Wood, Adjacent 11.0 376.0 0.70 263.2 Base Total: 1640.6 2665.9 As -Built Total: 1640.6 1730.1 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 28.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1696.0 2.13 3612.5 Under Attic 19.0 1696.0 2.82 X 1.00 4782.7 Base Total: 1696.0 3612.5 As -Built Total: 1696.0 4782.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 207.0(p) 31.8 6582.6 Slab -On -Grade Edge Insulation 0.0 207.0(p 31.90 6603.3 Raised 0.0 0.00 0.0 Base Total: 6582.6 1 As -Built Total: EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 207.0 6603.3 FORM 60OA-2001 61 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1701.0 14.31 24341.3 1701.0 14.31 24341.3 Summer Base Points: 31959.3 Summer As -Built Points: 35753.2 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 31959.3 0.4266 13633.8 35753.2 35753.2 1.000 1.00 1.087 x 1.150 x 0.95) 0.283 1.188 0.283 0.950 0.950 11414.5 11414.5 EnergyGauge"" DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1701.0 5.86 1794.2 Single, Clear NW 10.0 8.5 20.0 12.23 0.99 242.5 Single, Clear NW 5.0 6.5 32.0 12.23 0.99 388.7 Single, Clear NE 1.0 7.0 16.0 12.00 1.00 192.0 Single, Clear NE 1.0 7.0 16.0 12.00 1.00 192.0 Single, Clear NE 1.0 7.0 23.0 12.00 1.00 276.0 Single, Clear NE 1.0 5.0 10.0 12.00 1.00 120.0 Single, Clear SE 1.0 7.0 23.0 8.34 1.01 194.6 Single, Clear SE 7.0 9.5 64.0 8.34 1.34 716.9 Single, Clear SE 1.0 7.0 23.0 8.34 1.01 194.6 Single, Clear E 7.5 8.5 18.0 9.96 1.14 204.6 Single, Clear SW 1.0 7.0 32.0 9.22 1.01 296.7 Single, Clear SW 1.0 5.0 10.0 9.22 1.02 93.9 As -Built Total: 287.0 3112.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 376.0 1.80 676.8 Concrete, Int Insul, Exterior 4.2 1264.6 3.26 4122.6 Exterior 1264.6 2.00 2529.2 Frame, Wood, Adjacent 11.0 376.0 1.80 676.8 Base Total: 1640.6 3206.0 As -Built Total: 1640.6 4799.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 72.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1696.0 0.64 1085.4 Under Attic 19.0 1696.0 0.87 X 1.00 1475.5 Base Total: 1696.0 1085.4 As -Built Total: 1696.0 1475.5 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 207.0(p) 1.9 393.3 Slab -On -Grade Edge Insulation 0.0 207.0(p 2.50 517.5 Raised 0.0 0.00 0.0 Base Total: 393.3 1 As -Built Total: 207.0 517.5 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1701.0 -0.28 476.3 1701.0 0.28 476.3 Winter Base Points: 5288.1 Winter As -Built Points: 9500.8 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 5288.1 0.6274 3317.7 9500.8 9500.8 1.000 1.00 1.078 x 1.160 x 0.95) 0.446 1.188 0.446 0.950 0.950 4783.7 4783.7 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 13634 3318 7692 24644 1 11415 4784 7871 24069 PASS tp EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 1 1 , 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 wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, Denetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. AA-99 nT1.1D0 D0FC!`0101r1\/C 11ACACIIr2CL+ COMPONENTS SECTION I—— -- ... . - Q11 ICJIY w1mwm. 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 traprequired. 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 Der 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 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 35.0 kBtu/hr3. Number of units, if multi -family 1 SEER: 12.05 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 1701 ft' c. N/A 7. Glass area & type a. Clear - single pane 287.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 35.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft, _ I ISPF: 7.65 d Tint/oilter SI]GC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 207.0(p) ft _ c. N/A b. N/A c. N/A 14. Ilot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R=4.2, 1264.6 ft2 _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 376.0 ft' _ b. N/A T c. N/A d. N/A c. Conservation credits e. N/A HR-Beat recovery, Solar 10. Ceiling types DI-IP-Dedicated heat pump) a. Under Attic R=19.0, 1696.0 ft, _ 15. FIVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A I -IF -Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Une. AII(Sealed):Garage Sup. R=6.0, 1.0 ft_ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-1-1-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) -THE Sp in this home before final inspection. Otherwise, a new EPL Display Card will be completed O 9°p based on installed Code compliant features. f y ,='_', • Builder Signature: Da te: a e Address of New Home: 91oar City/FL Zip: SJ& ptzt7 G(„ 3;k:l ' o INEE' NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This ism a Building Energy Rating. /fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar 'designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. l Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge sveb site at wivty 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) RIGHT-J CALCULATION PROCEDURES A, B, C, D S Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1701 8106/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 Procedure A - Winter Infiltration HTM Calculation` 1. Winter infiltration AVF 0.80 ach x 15989 fta x 0.0167 = 213 cfm 2 Winter infiltration load 1.1 x 213 cfm x 32 °F Winter TD = 7504 Btuh 3. Winter infiltration HTM 7504 Btuh / 305 ftZ Total window = 24.6 Btuh/ftZ and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15989 ft3 x 0.0167 = 107 cfm 2 Summer infiltration bad 1.1 x 107 cfm x 18 °F SummerTD = 2111 Btuh 3. Summer "Itrabo n HTM 2111 Btuh / 305 ftZ Total window = 6.9 BtuW and door area Procedure C - Latent Infiltration Gain 0.68 x 31 grAb moistdiff. x 107 cfm = 2276 Btuh rroceaure u - tt_quipment bizing Loads 1. Sensible sizing bad Sensible ventlation bad 1.1 x 50 cfm vent x 18 °F SumTaTD = 990 Bbih Sensible load for structure (Line 19) + 24555 Btuh Sum of ventilation and structure bads = 25545 Bhlh Rating and temperature wing multiplier xseen 0.98 Equipment stung bad - Itsle = 25034 Bluh 2 Latent sizing bad Latent ventilation bad 0.68 x 50 cfm vent x 31 grAb moistdiff. = 1068 Btuh Internal bads = 230 Btuh x 5 people + 1150 Btuh Infiltration bad from Procedure C + 2276 Btuh Equiprr* rt sizing bad - latent = 4494 Btuh Constnxxlion Quality is: a No. of Fireplaces is: 0 Boldlitallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VV"g11tSC)ft Right -Suite Residential' 5.5.06 RSR26013 E:\Files\DR HORTON 2002\1701\1701.rsr 2002-Nov-21 15:23:07 Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1701 8i06/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 Project Information For. CR F JUM HCM[T3 Design Information weather. Orlando AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary ButdiN heat loss 35955 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 35955 Btuh Infiltration Method Simplified won quality Average Area ftz Hea 7 g Coo17 g VOlume (ft3) 15989 15989 Air change&l)our 0.80 0.40 Equiv. AVF (dm) 213 107 Heating Equipment Summary Make TRANS Trade Efficierxy Healing Heating output nsfae Actual ti='ng n Heating air flow factor Space #wTioSiat 0 Btuh @ 47-F 0 `F 1200 cfm 0.033 dmlBtuh Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Relative humidity 50 % Moisture drtference 31 grAb Sensible Cooling Equipment Load Sizing Structure 24555 Btuh Ventilation 990 Btuh Design t re swing 3.0 °F dUseht. RateJswing multiplier 0.98 Total seas. equip. bad 25034 Bh h Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1068 Btuh Infiltration 2276 Btuh Total latent equip. bad 4494 Btuh Total bad 29527 Btuh Req. bWI capacity at 0.70% SHR 3.0 ton Cooling Equipment Summary Make TRAhE Trade y ng EER10324640Sensible Btuh Latent coding 105M Btuh Total coofirxa 35" Btuh Actual cooling fan 1200 cfm Cooling air flow factor 0.049 cfiTUBtuh Load sensible heat ratio 85 % Boldlitalic values have been manually overridden Pruitout certified by ACCA to meet all requirements of Manual J 7th Ed. u wr14ghtsoft Right -Suite Residential^' 5.5.06 RSR26013 2002-Nov-21 15:23:07 E:\Files\DR HORTON 2002\1701\1701.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1701 8/06/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-631-2665 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 FOY/LIV/DIN a n nw a c n 0 d 1 1 90 1.0 5.0 1.5 5.0 39.4 32.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 16.0 0.0 c n nw a c n 0 n 1 1 90 1.0 10.0 1.5 7.0 62.4 20.0 0.0 SUITE 3 a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 16.0 0.0 LN DY CAFE a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 23.0 0.0 BTH a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 SUITE 2 a n se a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 LEISURE RM b n se a c n 0 d 1 1 90 1.0 7.0 1.5 8.0 47.4 64.0 58.0 MSTR SUITE a n se a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 32.0 0.0 c n e a c n 0 d 1 1 90 1.0 7.5 1.5 7.0 54.4 18.0 11.8 MBTH a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 47.4 10.0 0.0 KIT wrightsoft Right -Suite ResidentialTM 5.5.06 RSR26013 2002-Nov-21 15:23:07 4CACK E:1Files0R HORTON 200211701%1701.rsr Page 1 RIGHT WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1701 8/06/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 in ta Nam drown Entire House FOYAJVA)IN SURE 3 LNDY 214ceilngsofaqposedvvd 207.0 ft 49.0 ft 15.0 ft 6.0 ft 3 20.0 x 17.0 R 14.0 x 11.0 ft 6.0 x 11.0 It Condt. Option 9.4 ft i heallocol d 9.4 ft heallood 9.4 ft i 9A N ha@Ucool TYPECF CS HTM Area Load Pbuh) Area Load R&) Area Load Mkil) Area Lad W) E)POSUF;f= NOT Htg jClg Htg Cig ft) Htg I Clg ft') Htg Cig ftl Htg I Cig 5 Gross a VB 4.6 21 15M 141 c Bposed b 12C 29 1.9 0 0 0 c viels and c 13C 3.2 1.2 394 103 0 5E parthons d 0.0 0.0 0 0 0 c e 0.0 0.0 0 0 0 f 0.0 0.0 01 I - 0 01 6 V*xbAs ard a 1C 37.0 185 6838 48 1774 16 591 0 glass doors b 8C 37.0 64 m 0 0 0 0 0 Healing c 9C 38.7 38 1471 20 774 0 0 0 d 1C 37.0 0 0- 0 0 0 0 0- e 7C 41.3 0 0- 0 0 0 0 0- f 1 0.0 0 0- 0 0 0 0 0- 7 V*dNws and North 20.4 70 1423 0 0 0 0 0 glass doors NEWW 433 117 5070 ffl 3139 16 630 0 C-kv EW 54A 6 339 0 0 0 0 0 SEtSW 47A 91 4456 0 0 0 0 0Souch0.0 0 0 0 0 0 0 c 0 Horz 1 0.0 0 01 0 0 0 0 c 0 8 Otha doors a 10D 14.7 9.9 0 0 0 0 0 0 0 01 0 0 01b11AI18.9 1V 1 18340 1 2290 1 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 1235 9W 23O4 290 1336 597 125 576 257 c 0 0 aposed b 1 2C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 vwels..and c 13C 3.2 12 376 1184 440 103 324 121 0 0 0 176 66 d 0. 0 00 0 0 0 0 0 0 0 0 0 c 0 0 e 0. 0 0:0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 01 0 0 0 0 c 0 0 10 Ceilings a 16G 1.1 1.4 1696 1791 2351 340 359 471 154 163 213 OE 70 91 b 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 d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 11 Floors a 22A 25.9 0.0 237 5365 0 49 1270 0 15 389 0 155 0 04ole: roornb19G1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 p-neier c 0.0 0.00 0 000000 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 forslab e0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 floors) f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Nitration a 24.6 6.9 3051 M 2111. 68 1673, 471 16. 394 1111 ol 0 13 SLAYDU bss=6+8,.+11+12 3266 7511 2112 Less eclarnal heating 0 0 0 0 Less hais0000HeabMnadsirbution000014DuctlossVoA3289VIA751101A211101/. 40 15 Total loss35955182632324, 442 16 hit gals: People @ 300 5 150D I 300 0 0 c 0 Appl. @ 1200 2 180D 0 0 0 0 1 600 17 SLW RSHgairr-7+11+1 2+16 22322 SORB 1212 757 Less ederM 000kV0000Lemtransfer0000cookunadsw000018Ductgain101/1 2232 101/c 510 101/. 121 101/1 19 Total RSHgair-i=(l 7+18),PLF 1.O0 24555, 58)91 j,0D 1333 100 20. Airmqjred (cin) I 1200 1 123D 0D 2761 274 1 78 651 1151 411 Printout certified by ACCA to meet all requaBnwit of Manual J 7th Ed. 1 W-0 tsoTt Right -Suite Residential' 5.5.06 RSR26013 2002-Nov-21 15:23:07 E:\Files\DR HORTON2002\1701\1701.rsr Page 1 PlGjiT WORKSHEET nfire diouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1701 8/06/02 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: 407-831-2665 I m,--a Namdrom CAFE BTH SUITE 2 U3SLlRE FW 2 L- d"-edv" 9.0 ft 8.0 R 33.0 ft 14.0 ft 3Rotdn. It14.0x9.0 IZO x 8.0 ft 120 x 14.0 ft 14.0 x 120 R 4jrvww ceilngsConcit. Optcn 9A It heatbool 9A it hgatcal 9A ft healkool 9.4 111 healbool TYPE CIF C HTM A. Load Alh) Area Lad puh) Area Load W) Area Loadw) EXPOSURE NO. Htg I Cig _ fit) Htg I Clg OF) Htg I Cig Htg I Cig ft) Htg Cig 5 Gross a 14B 4.6 Zi 85 75 310 IX Fused b 12C 29 1.9 0 0 0 c v2band c 13C 32 1.2 0 0 0 c parv- d 0.0 00 0 0 0 e 00 0:0 0 1 00 0.0 0.0 0 0 0 6 VVindwwd a 1C 37.0 23 850 10 370 23 850 0 gam doors b 8C 37.0 0 0- 0 0- 0 0 6! m Fk&Vc9c38.7 0 0 0 0 0 0 0 d IC 37.0 0 0- 0 0- 0 0- 0 e,7G41.3 0 0 0- 0 0- 0 f 0. 0 0 0- 0 0- 0 0- 0 7 V* dWs and North 20.4 0 0 0 0 0 0 1183 gkm doors NEM 433 23 906 10 394 0 0 0 C-kvEW454.40 0 0 0 0 0 0 SE)SW South 47. 4 6.0 0 0 0 0 0 0 0 0 231090 0 0 2134 Horz 0. 0 0 0 0 0 0 0 0 0 8 Ct" cloors a 101), 14.7 9.9 0 0 0 0 0 0 0 0 0 0 01 b 11A18.9 1 127 0 0 1 00 0 1 00 1 00 1 0 0 c 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Nal a 14B 4.6 Zi 62 254 127 65 300 134 287 13Z3 591 6E 312 139 eked b12C291.9 0 0 0 0 0 0 0 0 0 C 0 0 walls andc13C321200000000000patitionsd 0.0 0.0 0 0 0 0 0 0 01 0 0 0 0 e f 00 0. 0 0 0 0 0 0 0 0 0 0 c 0 0 0.00.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1A 126 133 115 91 101 133 111 177 211 161 171 233 b 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 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 a f 0. 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 8 2137 0 33 8% 0 1 363 0 Nob: roomb19G1.1 0.0 0 0 0 0 0 0 0 0 0 0 pelimb isdspL c d 0. 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for stab e 0 0 0.0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 floors) 1 0.0 0.0 0 0 12 Infiltration a 1 24.6 6.9 231 565 159 10 246 691 23 566l 15@ 61 1575 443 13 SutAoUbss- 6+&+11+12 2066 1225 3772 47 Less edBrMheafi-g 0 0 0 Less transfer00000 He mdgjb-6cn 0 0 0«« 14 Ductloss101/1 101/c 122 10% 377 1OD/I 0 479 15, Totalloss = 13+14 2273 I 1347 4149 5WZ71 16 bt gains: P-1:110 @ 300 0 0 0 0 0 0 Appl. @1200000000c900 0 17 SublolRSHgarF=7+&+12+16 1367 731 2U74 3183 Less aftnal000lirg000LesskansW0000Cooling nadstrbution 0 0 0 0 18 19 Duct gain Total RSH g"17+18)PLF 10% lim 137 1504 101 73 10% 2U7 101% 0 318 21) Air mquired (ctn) 76 731 po 451 8D41 39 2J00 138 1 22B1 111 31M 176 1711 Pm tout owt%d by ACCA b meet ag requirements of Manual J 7th Ed. Right -Suite Residential- 5.5.06 RSR26013 2002-Nov-21 15:23:07 E:\Files\DR HORTON 2002\1701k1701.rsr Page 2 RIGHT-J WORKSHEET Enure House DEL AIR HEATING,AIR CONDITIONING,R Job: 1701 8/06/02 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: 407-831-2665 men Marne of roan MSTR SURE MBTH KfTjrvrrar. Lerlpthde os v" 35.0 ft 27.0 ft 11.0 ft F3 orndmariors14.0 x 17.0 ft 14.0 x 14.0 ft 120 x 120 ft Ce3xgs Carxk Optbn 9.4 It t aaV000l 9.4 ft heaVWd 9.4 ft heab7d TYPE a: CST H1M Arm toed (Btii1) Area Load W) Arm Load (Btth) Arm E 410S RE ND. Htg Clg OF) Htg I Clg ft Htg I CIg ftl Htg I CIg Htg Cig 5 Gross a 14B 4.6 21 329 122 0 Bposed b 12C 29 1.9 0 0 p YA* and c 13C 32 12 0 132 103 patbors d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 VVnJxsard a 1C 37.0 55 27i3 10 370 0 0 glass doors b 8C 37.0 0 0- 0 0- 0 0- Fleelf u c 9C 38.7 18 W 0 0 0 0 d 1C 37.0 0 0- 0 0 0 0- e 7C 41.3 0 0 0 0- 0 0 f 0.0 0 0- 0 0 0 0- 7 VV dw and North 2DA 12 240 0 0 0 0 glam doors NERJW 43.3 0- 0 0- 0 0- 0 cooling EW 54A 6 339 0 0 0 0 SEISW 47.4 55 2607 10 474 0 0South0.0 0 0 0- 0 0 0 Horz 0.0 0 0 0 0 0 0 8 CXxrdoors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 11AI 18.9 127 0 0 0 0 0 0 18 340 229 c 0.0 0.0 0 0 0 0 01 0 0 0 0 9 Nd a 14B 4.6 21 256 1180 527 112 516 231 0 0 0 apoead b 12C 29 1.9 0 0 0 0 0 0 0 0 0 v ab and c 13C 32 12 0 0 0 132 416 1-14 85 258 99 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 238 251 330 196 237 272 144 152 21 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 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 0f0.0 0.0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 35 907 0 27 700 0 11 295 0Note: roan b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 paiTBIEr c 0.0 0.0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0forstaba0.0 0.0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 hdrlhation a 1 24.6 6.9 73 1796 505 10 246 69 18 443 125 13 Sulklalbs5=6+ +11+12 6864 2454 1488 Less adernial F1e*g 0 0 0 Less transfer 0 14 Heatilg red'strbtr5on Duct loss 10Y p 686 10" p 245 10° 0 14915Totalloss =13+14 7Wp 2700 1(m 16 Int gaits: People @ 300 1 300 0 0 0 0 12)0 p 0 0 0 1 120017S1blotRSH7+8+12+16 4846 1200 180Lesseh 000ig 0 0 0Lesstransfer0p0 C005M redsh btdgn 0 0 018Duct48510112010° 185 19 Total RASH gai =(17+18)'PLF 1.00 5333 1 DO 132) 1 DO 2082) Air required () 252 2i1 90 66 55 100 Printout certified by ACCA bb meet aU requiren erTts of Manual J 7th Ed wrr,4zJF_1tsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Nov-21 15:23:07AE:\Files\DR HORTON 2002\1701\1701.rsr Page 3 ar.c u•. ..av omr v. vaa K1Pl 101 ar. mnv. 37 Wh Eui to rocl cw f- of r Jr- c I i a J.a iav w/loKK 014M IPM 6.t] on. 22)n4 Rv aistfa by alar N A II i Oust have a minimum clearance of a indles around Me ar handles pU the State Energy code. Al duct has on r-6 rasWation 42X42 A/C SLAG r ; BY 3LOR MIN 2' FROM WALL Rating Cn LLI O O CN O I O J co W CV I af O t o C) :E O c 0 00 oe BB o B p ®O E= 0 0 0 0 0 or=oo 0 MiTeke January 13, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331.4627 USA Fax (954) 660 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 : I4359817 thru I4359859. Total : 43 drawings. Job :DR1701AB / — ,p-t Qom,, Biwilder :D.R. HORTON Location :STANDARD MODEL 1701, ELEVATION AB County :SEM INOLE 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) 43 Truss drawing. 2) Truss Index. January 13, 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. TRUSS INDEX OF JOB DR1701AB Trusses included=43 0,"\DR1701AB\all.tre" 14359817 1,"\DR1701AB\a13.tre" 14359818 2,"\DR1701AB\a15.tre" 1 4359819 3,"\DR1701AB\a7.tre" t 4359820 4,"\DR1701AB\a9.tre" 14359821 5,"\DR1701AB\ab1.tre" 14359822 6,"\DR1701AB\ab2.tre" 14359823 7,"\DR1701AB\ab3.tre" 14359824 8,"\DR1701AB\ab4.tre" 14359825 9,"\DR1701AB\ab5.tre" 14359826 10,"\DR1701AB\ab6.tre" 14359827 11,"\DR1701AMab7.tre" 14359828 12,"\DR1701AB\b.tre" 14359829 13,"\DR1701AB\bll.tre" 14359830 14,"\DR1701AB\b13.tre" 14359831 15,"\DR1701AB\b15.tre" 14359832 16,"\DR1701AB\b17.tre" 14359833 17,'1DR1701AB\b19.tre" 14359834 18,"\DR1701AB\b21.tre" 14359835 19,"\DR1701AB\b7.tre" 14359836 20,"\DR1701AB\b9.tre" 14359837 21,"\DR1701AB\c.tre" 14359838 22,"\DR1701AB\c7.tre" 14359839 23,"\DR1701AB\d.tre" 14359840 24,"\DR1701AB\d5.tre" 14359841 25,"\DR1701AB\e.tre" 14359842 26,"\DR1701AB\eg.tre" 14359843 27,"\DR1701AB\fg1.tre" 14359844 28,"\DR1701AB\fg2.tre" 14359845 29,"\DR1701AB\j.tre" 14359846 30,"\DR1701AB\jb.tre" 14359847 31,'1DR1701AB\jb2.tre" 14359848 32,"\DR1701AB\jb3.tre" 14359849 33,"\DR1701AB\jg,tre" 14359850 34,"\DR1701AB\k.tre" 14359851 35,"\DR1701AB\I.tre" 14359852 36,"\DR1701AB\m.tre" 14359853 37,"\DR1701AB\m1.tre" 1 4359854 38,"\DR1701AB\s.tre" 1 4359855 1 rQ.f— Bv, 39,"\DR1701AB\s3.tre" 14359856 40,"\DR1701AB\sb1.tre" 1 4359857 41,'1DR1701AB\sb2.tre" 14359858 I Y 42,"\DR1701AB\sb2a.tre" 1 4359859 1 No.4.5161tomViAr Y ySTATE OF t January 13, 2003 QwARNING - VerVy deetyn panarnetere and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with Mltek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Instaned and boded vertically. Applicabilityof design parameters and proper orpotatbis RH nofcomponentresponsotyof building designer - not truss desbnet. Btocing shown is tot lateral support of Individual web members only. Additional tempotory bracing to Inswe stabgty during construction is the responslblllty of the etectof. Additional petmonent brbcup of the ovetaS shucture Is, the responslbely of the building designer. For genewl guldonce tegatding fabrication, quality conhot storage, delivery, etectJon and btactrsg, consult OST-Jb Ouattly Standard, 056-0 Iractrp Specification, and HIS-91 Handling Installing and Sroctrp Recommendatlon avallobb Rfrb tram TrussateInstitute, 5W D'OnoDelve, Madison, WI5371 V. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal 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.. All 4 TOP CHORDS 2. Cut members to bear tightly against each u c other. Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , a , ; ¢ joint and embed fully. Avoid knots and wane plates I/8" from outside edge of c o_ d ' at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chardsplices at / 4 length(+ 6" from CA C, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and Mffek/ Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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, ill PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 MYDRO,AIR® Job Truss Truss Type City Ply STANDARD 1701 AB 14359817 DR1701AB A11 ROOFTRUSS 1 1 optional) H'CCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 12:03:12 2003 Page 1 5.9-4 I f -" 1 17.0.0 1 23-0-0 1 29-0-0 1 34-2-12 1 40-" 1111:m 1-0-0 59-4 5-2-12 6-0-0 6-0-0 6-" 5-2-12 5-9-4 1-041 scale • 1:68 e S 9 = Sx8 = Sxe = 3.4 4 5 B 7 6.00 52 3x4 3x4 J e d 2 1 US = 17 is 15 14 13 12 11 3x8 2.411 US = 34 = 3.4 = 34 = US = 2x4 II 5-9-4 11-0-0 20-0-0 29-M 34.2-12 40-0-0 5.9.4 5-2-12 9-0-0 9-0.0 52-12 5.9-4 Plate Offsets X,Y :[2:0-4-12,0-1-81,[4:0-3-0,0-2-0j_[5:0-3-0,0-3-01_[7:0-3-0,0-2-0j_ 9:0-4-12,0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) 0.27 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.52 12-14 >899 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.16 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 2-10-13 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-16. 6-12 REACTIONS (lb/size) 2=1952/0-8-0, 9=1952/0-M Max Horz 2=-161(load case 5) Max Uplift2=-897(load case 4), 9=-897(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3364, 3-4=-2891, 4-5=-2607, 5-6=-3212, 6-7=-2607, 7-8=-2891, 8-9=-3364, 9-10=17 BOT CHORD 2-17=2963, 16-17=2963, 15-16=3165. 14-15=3165. 13-14=3165, 12-13=3165, 11-12=2963, 9-11=2963 WEBS 3-17=108, 3-16=-431, 4-16=877, 5-16=-768, 5-14=101, 6-14=101, 6-12=-768, 7-12=877, 8-12=431, 8-11=108 NOTES (5-6) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 897 lb uplift at joint 2 and 897 lb uplift at joint 9. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED C ISr f G [3 LOAD CASE(S) Standard Q e.4 •, 7 No.451&1 CC r hSTATE OF r1 ANAL rr A WARNING - Ver[jy deefyn 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 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 b the responsibility of the building designer. For general guidance regarding fabrication, quality Control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendatlon available from Truss Plate Institute, W3 D'Onofrb 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 Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss -and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1 I J2 J3 J4 TOP CHORDS owner and all other Interested parties.. 2. Cut members to bear tightly against eachTu other. 0 JS3. Place plates on each face of truss at each iFor4x2orientation, locate 1: J ZC3 joint o_ and embed fully. Avoid knots and wane plates I/g" from outside edge of a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords (icesPuat A length(+ 6" frompanel adjacent joint.) This symbol Indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM019.01 V A&L.@ HMRO,A/R TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359818 DR1701AB A13 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:47 2003 Page 1 1-0. 6-9-4 1 13-0-0 1 20-" 1 27-04) 1 33-2-12 1 40-0-0 1-0-0 6.94 6.2-12 7-" 7-" 6-2.12 6-9.4 Scab 1:68,6 5x8 = 2.4 II 5.8= 4 5 6 8,00 12 30 i 3x4 3 7 d 2 8 14 3x8 = 14 13 12 11 10 3x8 = 2.4 II 5,6 = 3x6 = 516 = 2.4 II 6-94 13-M 20-" 27-0-0 33-2-12 40-0-0 6-94 6.2.12 7-" 7-" 6-2-12 6-94 Plate Offsets(X,YL[2:0-4-12,0-1-8]_(4:0-6-0,0-2-8],[6:0-6-0,0-2-8]_[8:0-4-12,0-1-8]_[11:0-3-0,0-3-0j, [13:0-3-0,0- -O] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) -0.22 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.38 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 212 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed. 4-6 2 X 4 SYP NoA D BOT CHORD Rigid ceiling directly applied or 5-8-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1952/0-8-0, 8=1952/0-8-0 Max Horz 2=-1 85(load case 5) Max Uplift2=-927(load case 4). 8=-927(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3293, 3-4=-2705, 4-5=-2773, 5-6=-2773, 6-7=-2705, 7-8=-3293, 8-9=17 BOT CHORD 2-14=2907. 13-14=2907. 12-13=2427, 11-12=2427, 10-11=2907, 8-10=2907 WEBS 3-14=128, 3-13=-556, 4-13=395, 4-12=475, 5-12=-511, 6-12=475, 6-11=395, 7-11=-556, 7-10=128 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18f; 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 927 lb uplift at joint 2 and 927 lb uplift at joint 8. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. p 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard I.> F No, 4.5161 t 0'; MATE OF 0RIO'' ANAL AWARNING - Ver(/y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. NilDesignvalidforuseonlywithMITekconnectors. Thisdesign 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 istesponsibillty of building designer - not truss designer. Bracing shown Is lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure b the responsibility of the building designer. For general guidance tegatding fabrication, quality control, storage, delivery, election and bracing, consult QST-88 Quality Standard, DSO.69 Bracing Specification, and HIB-91 MiTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, W 153719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates IN' from outside edge of otrussandverticalweb. I— This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 0$ 00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANELZ4t_Lt,,® CLIP FORM018,019 OANo-wuL ® QAQ-AIR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each 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 STANDARD 1701 AB 14359819 DR1701AB A15 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 12:13:22 2003 Page 1 7-0 7-9-4 15.0-0 20-0-0 25-0.0 32-2-12 40-0-0 41-0-p111 1-0-0 7-9-4 7.2-12 5-0-0 5-0-0 7.2-12 7-9-4 1-0-0 Scab • 1:68,6 54 = 3.4 = 54 = 6.00 12 4 5 6 5x8 5x8 3 r d 2 8 a qq 34 = 13 12 11 10 US = 2.411 5.8 = 5.8 = 2x4 II 7-9-4 15-0-0 25-0-0 32-2-12 40-0-0 1 1 1 7-9-4 7.2.12 10-" 7-2-12 1 7.9.4 Plate Offsets X,Y :[2:0-2-12,0-1-8_[3:0-4-0,0-3-0)_[4:0-3-0,0-2-01.[6:0-3-0,0-2-01,[7:0-4-0,0-3-0)_[8:0-2-12,0-1-8)_[11:0-2-12.0-3-01, 12:0-2-12,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) -0.20 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.56 11-12 >845 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 210lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-5 cc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12, 5-12, 5-11, 7-11 REACTIONS (lb/size) 2=1952/0-8-0, 8=1952/0-8-0 Max Horz 2=-209(load case 5) Max Uplift2=-954(load case 4), 8=-954(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3208, 3-4=-2520, 4-5=-2253, 5-6=-2253, 6-7=-2520, 7-8=-3208, 8-9=17 BOT CHORD 2-13=2838, 12-13=2835, 11-12=2373, 10-11=2835, 8-10=2838 WEBS 3-13=147, 3-12=-665, 4-12=676, 5-12=-217, 5-11=-217, 6-11=676, 7-11=-665, 7-10=147 NOTES (5-6) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 954 lb uplift at joint 2 and 954 lb uplift at joint 8. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.`iC6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard t ' NO.45161 w Y tt. O : STATE OF ass` o +oar' aniaL AWARMNO - VerM design parameters and READ 11TOTES 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 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 bracing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrbatbn, quality control, storage, delivery, election and bracing, consult OST-aa Quality Standard, DSB-89 Bracing SpocMleatbn, and HIB-91 MiTek® Handling Installlnq and Bracing Rocommondatlon available from Truss Plate Institute. 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Jq Q For 4 x 2 orientation, locate 0 3: plates 1/s" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MtTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. cip FORM018.01 V WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTeke - O MMRO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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, on TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. i Job Truss Truss Type City Ply STANDARD 1701 AB 14359820 DR1701AB A7 ROOF TRUSS 1 2 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:48 2003 Page 1 1 3-9-4 7-0-0 12-0-0 17.4-0 1 22.8-0 1 28-0-0 1 33-0-0 f 36-2-12 1 40-0-0 11-0-01I1 1.0.0 3-9-4 3-2-12 5-0-0 5-4-0 5-4-0 5-4-0 5-0-0 3-2-12 3-9-4 1-0-0 Scab • 1:66,6 416= 7x8= 44= 2.4 II 5.6 = 4 5 6 7 6 6,00 12 9 2.4 2x4 4 3 10 a 2 1217 1d 34 = 19 18 17 16 ,5 14 13 34 = 3. 4 = 5's 34 = 54 = 3.6 = 54 NOTE: LUMBER TO BE FREE OF DEFECTS AROUND THE INT. BRG. Q JT. 15. 7- 0-0 12-0-0 17-4-0 22-M 26-4-0 128-0-0I 33-" 1 40- 0- 0 i 7- 0- 0 5-0-0 5.4-0 5.4-0 3-8-0 1-8-0 5-0-0 7-" Plate Offsets X,Y : [4:0-2-12,0-2-121,[6:0-4-0,0-4-81,[9:0-2-8,0-2-12)_[13:0-3-0,0-3-01_[16:0-3-0,0-3-0[_ 18:0-3-0,0-3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.16 13-14 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.18 13-14 >904 BCLL 0. 0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.03 11 n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 457lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 6-0-0 oc purlins. 4-6 2 X 6 SYP No.2ND, 6-9 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=312/0-8-0, 18=4573/0-8-0, 11=1866/0-8-0, 15=1002/0-8-0 Max Horz 2=-1 11 (load case 5) Max Uplift2=- 386(load case 4), 18=-3221(load case 3), 11=-1394(load case 5), 15=-676(load case 2) Max Grav2= 333(load case 6), 18=4573(load case 1), 11=1872(load case 7), 15=1007(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-124, 3-4=263, 4-5=2173. 5-6=-908, 6-7=-2359, 7-8=-2837, 8-9=-2840, 9-10=-3169, 10-11=-3281, 11-12=35 BOT CHORD 2-19=63, 18-19=-146, 17-18=-2171, 16-17=908, 15-16=2359, 14-15=2359, 13-14=2861, 11-13=2797 WEBS 3- 19=-277,4-19=887,4-18=-2473,5-18=-2931,5-17=3674,6-17=-1701,6-16=1731,7-16=-1146,7-14=571,8-14=-851, 9-14=- 29, 9-13=900. 10-13=30 NOTES (8- 9) 1) 2- ply truss to be connected together with 10d Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. i B 2) Unbalanced roof live loads have been considered for this design. Wind: 3) ASCE7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11: exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. try 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 386 lb uplift at joint 2, 3221 lb uplift at joint 18, , 1394 lb uplift at joint 11 and 676 lb uplift at joint 15. 6) Girder carries hip end with 7-M end setback of 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 435.51b up at 33-", and 603.21b down and 435. 51b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 0 : STATE 0F 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1% • / 9) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED A/...[ R I'D$.. VS`YfAL. LOADCASE( S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads ( plf) Vert: 1- 4=-74.0, 4-9=-154.2 9-12=-74.0 2-19=-20.0 13-19= - s t AWARMNO - Verj fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Nil Design validtotuseonlywithMITekconnectors. This design is based only upon parameters shown, and is tot an IndMdual building component to be Installed and loaded vedIcalty. Applicability of design parameters and proper Incorpoiatlon of component is responsibility of building designer - not truss designet. Btacing shown is fat lateral support of Individual web members only. Additional temporary bracing to Insure stablilly duting consituctlon is the responslblllty of the erector. Additional permanent btbcing of the oveia6 shucluie is the tesponslblllty of the building designet. For general guidance tegarding tobrloatlon, quality control, storage, delNety, efectlon and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling InstallingfrandBracingRecommendationavailablefromPussPlateInstitute, S83 D'Onoftlo Dtive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t 3/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T O For 4 x 2 orientation, locate 0 plates W' from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke FORM018,019 j&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections -to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply STANDARD 1701 A13 14359820 DR1701AB A7 ROOFTRIJSS 1 1 2 TH, LONGWOOD, FL, MiTek Industries Inc. LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 19=-603.2 13=-603.2 No. 4 5161 0 STATE OF , r AQ cS nc[R1 ,I A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ossinew® Design valid for use only with MiTek connectors. Thb 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 responslbllify of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding lobrloatlon, quality control, storage, delivery, etection and bracing, consult OST-88 Quality Standard, DSO-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions Indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 O For,4 x 2 orientation, locate platesIN' from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke 4AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Cr joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016.019 HMRO,A/R Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359821 DR1701AB A9 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 12:13:37 2003 Page 1 11:2 r 4-9-4 9-0-0 14-6-0 20-M 1 25-6-0 1 31-0-0 1 35-2-12 1 40-0-0 11.011 1.0.0 4-9-4 4-2-12 5.6.0 5-6-0 5.6-0 5-8-0 4-2.12 4-9-4 1-" Scab • 1:68.6 Se= 3x4 = 5's = 3,4 = 5i6 — 4 5 6 7 B 6.00 12 2.4 2x4 3 6 d 2 10 1l61E9qq 3.8 = 17 16 15 14 13 12 3x6 = US = 3x6 = 3.4 = 30 = 3,9 = 3.8 = 9-0-0 16-4-0 23-8-0 31-" 40-M111 9-" 7-4-0 7-4-0 7-4-0 9-" Plate Offsets X,Y :[2:0-4-12.0-1-8]_[4:0-3-0,0-2-01_[6:0-3-0,0-3-01,[8:0-3-0.0-2-01. [10:0-4-12,0-1-8] LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.35 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Ver1(TL) -0.57 14-15 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.18 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deFl = 360 Weight: 203lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-9 oc pudins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 4-5-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2=1952/0-8-0, 10=1952/0-8-0 Max Horz2=-137(load case 5) Max Uplift2=-876(load case 3), 10=-876(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3335, 3-4=-3068, 4-5=-2774, 5-6=-3797, 6-7=-3797, 7-8=-2774, 8-9=-3068, 9-10=-3335, 10-11=17 BOT CHORD 2-17=2925, 16-17=3657, 15-16=3657, 14-15=3961, 13-14=3657, 12-13=3657, 10-12=2925 WEBS 3-17=-206, 4-17=1006, 5-17=-1160, 5-15=376, 6-15=-261, 6-14=-261, 7-14=376, 7-12=-1160, 8-12=1006. 9-12=-206 NOTES (5-6) 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 If: 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 876 lb uplift at joint 2 and 876 Ib uplift at joint 10. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED iC 15lpGB FLOADCASE(S) Standard 1 i ',Q •. - 7 jr No. 4 5161 * Y C hSTATE OF 0 . U." s%ivaL'. r ATVARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design b based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Appllcablifiy of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consufi OST-88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D-Onofrb Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 44 14,t /. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of -truss and securely seat. A„ 0 for 4 x 2 orientation, locate 0 X plates 1/8" from outside edge of otrussandverticalweb. I. - This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 400" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N; 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko TM PANEL CLIP FORM018,019 OffORO-AW AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at IA panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and Installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty, Ply STANDARD 1701 AB 14359822 DR1701AB AB1 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:48 2003 Page 1 11.4 6-0-5 11-6-3 17-0-0 20-4-0 2 l 26-5-7 I 32-11.8 l 40-0-0 #24, 1 I 1 1-0-0 6-0-5 5.5.13 5-5-13 3-4-0 3.5.7 2-8-0 6.6.0 7-0-8 1.0-0 Scab • 1:69.4 d = 54 5 6 6.00 12 S'S = 54 = 7 6 3.4 i 4 5.6 i 54 B d 3 2 10 111d1 y aid = 1B 17 16 15 14 13 12 3.6 = 3.4= IS 3.4= 3.4= 2.4 II 54 2.4 II 8.9-4 17-0-0 20.4-0 i 23-9-7 26-5-7 32-11-8 40-" 8-9-4 8-2-12 3-4-0 3-5-7 2-8-0 6-6-0 7-0-8 Plate Offsets X,Y : [2:0-4-12,0-1-8), [3:0-3-0,0-3-0]_[5:0-4-0,0-2-8] [6:0-3-0,0-2-0[, [8:0-3-8,0-2-]_[9:0-3-0,0-3-0], [10:0-4-12,0-1-8], 13:0-3-0,0-3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.42 14-15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.60 14-15 >786 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.14 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 226 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2.8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-15 REACTIONS (lb/size) 2=1952/0-8-0, 10=1952/0-8-0 Max Horz2=-233(load case 5) Max Uplift2=-980(load case 4). 10=-1014(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-3456, 3-4=-3174, 4-5=-2441, 5-6=-2117, 6-7=-2360, 7-8=-2472, 8-9=-2846, 9-10=-3441, 10-11=35 BOT CHORD 2-18=2969, 17-18=2563, 16-17=2563, 15-16=2117, 14-15=2477, 13-14=2472, 12-13=2939, 10-12=2942 WEBS 3-18=-315,4-18=447,4-16=-657,5-16=658,6-15=777,7-15=-801,7-14=-247,8-13=634,9-13=-548,9-12=110 NOTES (5-6) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 980 lb uplift at joint 2 and 1014 lb uplift at joint 10. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED CJG ;C 1] r i LJ , LOAD CASE(S) Standard G`Q [ le s •. 7 NO, 4.5161 ' k TATE OF r keg ss o 9o,'*' ANAL r A WARNINO - VerW design parameters and READ NOTES ON TB7S 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 NilInstalledandbdesignparametersvertically. Applicability of desparameters and proper Incotpotatbn of component Is iesponslbillty of building designer - not truss designer. Btacing shown Is lot lateral support of Individual web membets only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the etectot. Additional permanent brLcing of the oveiall structure Is the responsibility of the building designer. For general guidance tegalding tabtbatbn, quality control, storage. delivery. erection and biocing, consult CST-88 Quality Standard, DSB-89 Bracing Specifbatlon, and HIB-91 MiTek® Handling InstalllrqandBracingRecommendationavailablefrombussPlateInstitute, 583 D'Onoftb Dttve, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,A•, T o For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots In connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. 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 11 continuous lateral bracing. BEARING FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE 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 Indicates location of joints at which bearings (supports) occur. mi! MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(*- W from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL HYDRO -AIR CLIP 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply STANDARD 1701 AB 14359823 DR1701AB A132 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:49 2003 Page 1 6-7-0 12-7.8 18-8-0 22-2.12 1 25.9.7 1 28-5-7 1 33-11.8 1 40-0-0 41." 11-04 1 1 1 11-0-0 6-7-0 6-0-8 6-0-8 3-6-12 3-6-12 2-8-0 5-6-0 6-0-8 1-0-0 Scab • 1:69 4 54 = 5 6.00 12 3x4 O 6 3.4 i 6x10 = 5xe = 4 7 8 54 i 3.4 3 9 2 10 Ull = 17 16 15 14 13 12 3x8 = 3.4 = 3a = 3.8 = 5.8 = 3x4 = 2.4 11 8-11-8 1 18-8-0 25-9-7 28-5-7 33-11-8 40-" 8-11-8 9-8-8 7-1-7 2-8-0 5.6-0 6-0-8 Plate Offsets X,Y : (3:0 4-12,0-1$j_[3:0-3-0,0-3-01_[8:0-5-0,0-2-01, 10:0-4-12,0-1-8, 14:0-2-4,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 14-15 >915 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.79 14-15 >597 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.14 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 225lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2$-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. 10-14 2 X 4 SYP No.1D WEBS 1 Row at midpt 4-15, 5-15, 6-15 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1952/0$-0.10=1952/0$-0 Max Horz 2=-253(load case 5) Max Uplift2=-997(load case 4). 10=-1029(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-3446, 3-4=-3175, 4-5=-2300, 5-6=-2255, 6-7=-3048, 7$=-2703, 8-9=-3067, 9-10=-3439, 10-11=35 BOT CHORD 2-17=2956, 16-17=2475, 15-16=2475, 14-15=2354, 13-14=2703, 12-13=2942, 10-12=2942 WEBS 3-17=-350, 4-17=546, 4-15=-740, 5-15=1616, 6-15=-917, 6-14=874, 7-14=-1084, 8-13=632, 9-13=-290, 9-12=22 NOTES (5-6) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 997 lb uplift at joint 2 and 1029 lb uplift at joint 10. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. pp 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard No. 4.5161 ,t 4TATE OF s NA1.•' l Awmmm - Vervy design paranseters and READ NOTES oNTHIS AND REVERSE sme BEFORE USE. NilDesignvalidlotuseonlywithMfiekconnectors. This design Isbased only upon parameters shown, and Isfor an Individual building component to be Installed and boded vertically. Applicability of design patometen and proper Incorporation of component Is responsibility of building designer - not truss deslgnet. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsiblllty of the erector. Additional permanent btbcing of the overall structure Is the responsibility of the building deslgnet. For general guidance regarding tobrbatbn, quality control, storage, delivery, election and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlna and Bracing Recommendaflon available Isom Truss Plate Institute, 583 D'Onof ct Drive, Madison, W153719. 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 0 Q For 4 x 2 orientation, locate 0 X plates 1/8" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. FORM018,01 V MiTeke M Z&L.® MMRO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane 0 at joint locations. a 4, Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply STANDARD 1701 AB 14359824 DR1701AB AB3 ROOFTRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:49 2003 Page 1 1-0- 6-7-0 12.7.8 18-8-0 1 23-2-12 1 27-9-7 1 30-5-7 1 34.11.8 1 40-" 41-01 1-0-0 6-7-0 6.0.8 6-" 4.6-12 4$12 2-8-0 4.8-0 5-0.8 1-0-0 Style • 1.69.4 Sx8 = 5 6,00 12 3xd 3x4 4 6 4 5x6 = 5xB = 7 54 i 6 3 2.4 i 9 2 10 111701Fy1T US = 17 16 15 14 13 12 US = 3x4 = 36 = US = 34 = US = 3x4 = 9-7-8 18.8-0 27-9-7 30.5.7 40-041 9.7-8 9-M 9.1.7 2-8-0 9-6-9 Plate Offsets X,Y : [2:0-4-12.0-1-81_[3:0-3-0,0-3-01_ 8:0-6-00-2-8 , 10:0-4-12,0-1-8 LOADING ( psf) SPACING 2-0-0 CST DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.26 13 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.78 Vert(TL) -0.56 13-15 >841 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.14 10 n/a BCDL 10.0 Code FBC2001 list LC LL Min I/deFl = 360 Weight: 225 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15. 5-15. 6-15. 6-13 REACTIONS ( lb/size) 2=1952/0-8-0, 10=1952/0-8-0 Max Horz 2=-253(load case 5) Max Uplift2=-996(load case 4). 10=-1028(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3246, 3-4=-2945, 4-5=-2159, 5-6=-2159. 6-7=-3588, 7-8=-3155, 8-9=-3021, 9-10=-3316, 10-11=17 BOT CHORD 2-17=2864, 16-17=2431, 15-16=2431, 14-15=2464, 13-14=2464, 12-13=2707, 10-12=2912 WEBS 3-17=-336, 4-17=473, 4-15=-726, 5-15=1539, 6-15=-986, 6-13=1352, 7-13=-1868, 8-13=968, 8-12=226, 9-12=-238 NOTES ( 5-6) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 996 lb uplift at joint 2 and 1028 lb uplift at joint 10. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED C 131]r f iGLOADCASE( S) Standard Q1 7 No. 4 5161 STATE OF t O S'• y 0 S NAL A WARMNG - VerVy design pamnuters and R&W Nams ONTBzs AND REvERsE SWE BEMRE USE. Design valid for use only with MBek 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 at 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 responsibltlly of the erector. Additional permanent brbclnq 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, 058.89 Bracing Specification, and HIB-91 MiTek® Handling InstallingandBracingRecommendationovolioblefromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. T C3 2. Cut members to bear tightly against each other, a WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate v o_ joint and embed fully. Avoid knots and wane at joint locations. plates/B" from outside edge of a truss and vertical web. a 4. Unless splices Iotherwise noted, locate chordsP/4 CaC, u o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in A J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/ Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM 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. M MiTeke PANEL TM CLIP 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 HMRO.,A/R Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359825 DR1701AB A134 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:50 2003 Page 1 6-7-0 12-7-8 18-" I 24.2.12 I 29-9.7 1 32-5-7 1 35-11-8 1 40-0-0 1111-0: { I 1-0-0 6-7-0 6.0-8 6-0-8 5.6-12 5-6-12 2A-0 3-8-0 4-0-8 1-0-0 Scale • 1:69.4 54 = 5 8.00 12 3x4 4 34 6 4 Sx6 i 5,11 = 5.8 = 7 6 2.4 2 10 11101 q 3x6 = 16 15 14 13 12 US = 3.4 = 34 = 3.8 = 5x8 = ]x4 = 10-3-8 18-8-0 29.9.7 32-5-7 40-0-01 10-3-8 8.4-8 11.1.7 1 1 2-8-0 7-6.9 Plate Offsets X,Y : (2:0-4-12,0-1-8], f3:0-3-0,0-3-01_[8:0-6-0,0-2-8]_[10:0-4-12,0-1-8]_ 13:0-4-0,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) 0.28 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.86 Vert(TL) -0.80 13-14 >591 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.14 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 220 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 'Except' TOP CHORD Sheathed. 5-7 2 X 4 SYP NoA D BOT CHORD Rigid ceiling directly applied or 4-9-13 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 4-14. 5-14, 6-14, 6-13 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1952/0-M, 10=1952/0-8-0 Max Horz 2=-253(load case 5) Max Uplift2=-996(load case 4). 1 0=-1 028(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3232, 3-4=-2895. 4-5=-2159, 5-6=-2159, 6-7=-4069, 7-8=-3524, 8-9=-3185, 9-10=-3375, 10-11=17 BOT CHORD 2-16=2852, 15-16=2438, 14-15=2438, 13-14=2582. 12-13=2852, 10-12=2947 WEBS 3-16=-348, 4-16=440, 4-14=-735, 5-14=1502, 6-14=-1010, 6-13=1608, 7-13=-2123, 8-13=1243, 8-12=149, 9-12=-114 NOTES (5-6) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 996 lb uplift at joint 2 and 1028 lb uplift at joint 10. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. p113 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED q LOAD CASE(S) Standard r •4 r.3` Q r' I No, 4.5161 sSTATEOF OR A WARNING - VerVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot iotefal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslblllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance tegaiding fobtloation, quality control, storage, delivery, erection and btacing, consulf OST-88 Quality Standard, DSB-89 Bracing Spectfloation, and HIB-91 MiTek® Handling Installing mandBrocingRecommendation available from Truss Plate Institute, 583 D'Onoftio Drive, Madison, W153710. 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 sec urely seat. All T _ For 4 x 2 orientation, locate O plates 1/8" from outside edge of otrussandverticalweb, This symbol indicates the required direction of slots In connector plates. For tabular plating format refer to the MIITek/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 0$ 00 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTeke O Z&L.e MYDRO,A/R® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each aa: joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o 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, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply STANDARD 1701 AB 14359826 DR1701AB AB5 ROOFTRUSS 1 1 optional) QCCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:51 2003 Page 1 11-0 6-7-0 1 12-7-8 1 18-8.0 1 23-" 1 27-4-15 1 31-9-7 1 34-5-7 1 40-0-0 11.0-p 1-0-0 6-7-0 6-" 6-" 4-4-8 4-4-8 4-4.8 2-" 5-8-9 1.0-0 Scale • 1.694 S,e = 5 6.00 12 3.4 3.4 i 6 4 3,6 7 54 i 54 = 5x6 = 3 6 9 2 10 1 lidiq 3.8 = 17 16 15 14 13 12 3.8 = 3.4 = 3,6 _ US = 3x4 = 5x6 = 2.4 II 8-4-4 1 18-8-0 1 23-" 1 31-9-7 34-5-7 40-" B-4-4 10-3-12 4-4-8 8-8-15 2-8-0 5-6-9 Plate Offsets X,Y : [ :04-12,0-1-8], [3:0-3-0,0-3-0],[9:0-6-0,0-2-8j_[10:0-4-12,0-1-8]_ 13:0-2-12,0-3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.30 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.80 Vert(TL) -0.64 15-17 >735 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.15 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 225 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-9-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15, 5-15, 6-15 REACTIONS (lb/size) 2=1952/0.8-0, 10=1952/0-8-0 Max Horz2=-253(load case 5) Max Uplift2=-996(load case 4). 10=-1028(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3273, 3-4=-3054, 4-5=-2159, 5-6=-2159, 6-7=-2761, 7-8=-4615, 8-9=-4131, 9-10=-3368, 10-11=17 BOT CHORD 2-17=2888, 16-17=2419, 15-16=2419, 14-15=2470, 13-14=3082, 12-13=2966, 10-12=2962 WEBS 3-17=-322, 4-17=560. 4-15=-709, 5-15=1546. 6-15=-1036, 6-14=831, 7-14=-930, 7-13=1593. 8-13=-2318, 9-13=1696, 9-12=79 NOTES (5-6) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 996 lb uplift at joint 2 and 1028 lb uplift at joint 10. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t O 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED YVI I, LOAD CASE(S) Standard j' ,•':3 •: t = No. 4 5161 0 : STATE OF r ss OR o, t o vaL A WARNING - Ver(fy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mllek connectors. lhls design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component B 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 responslblllfy of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quallty control. storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Instolllnq and Bracing Recommendation available from Truss Plate Institute, 593 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. A„ T 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol Indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(* 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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-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. 4 X 4 The first dimension is the width 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 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. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional M!Tek® engineer. 15. Care should be exercised in handling, ffin PANEL T~ erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORMOI B4OI V aawo-wu ®, MYDRO,AIR ® Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359827 DR1701AB AB6 ROOFTRUSS 1 1 optional) ACCUSPAWTH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:52 2003 Page 1 1.1:" 6.7-0 1 12.7-8 1 18-6-0 23-8-8 1 28-8-15 33-9.7 36-5.7 40-0-0 11-01 1-0-0 6-7-0 6-0-8 6-0-8 5-0-8 5-0-8 5-0-8 1 1 2-8-0 3-6-9 1-0-0 Slab • 1 69 4 5d _ 5 6.00 12 54 3.4 4 6 4 4d 1 54 i 7 3 5x8 = 5x8 = 6 9 2- 13 16 111 r a1d gJ 3.8 = 17 16 15 14 13 12 3.8 = 3.4 = 36 = 3x8 = 54 = 300 = 2.4 II 8-10-4 18.8-0 25-5-11 33.9-7 36-5-7 40:p 8-10-4 9-9-12 6.9-11 8-3-12 2-8-0 3-6-9 Plate Offsets X,Y : [2:0-4-12,0-1-8j,[3:0-3-0,0-3-0[,(6:0-3-0,0-3-01_[9:0-6-0,0-2-81, 10:0-4-12,0-1-81_ 14:0-3-0,0-3-0 LOADING(psf) SPACING 2-M CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.35 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.78 Vert(TL) -0.63 15-17 >745 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.15 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 220 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15, 5-15, 6-15, 7-13 REACTIONS (lb/size) 2=1952/0-8-0, 10=1952/0-8-0 Max Horz2=-253(load case 5) Max Uplift2=-996(load case 4), 10=-1028(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3262, 3-4=-3008, 4-5=-2159, 5-6=-2159, 6-7=-3104, 7-8=-5809, 8-9=-4969, 9-10=-3442, 10-11=17 BOT CHORD 2-17=2879, 16-17=2424, 15-16=2424, 14-15=2555, 13-14=3328, 12-13=2999, 10-12=2995 WEBS 3-17=-325, 4-17=522, 4-15=-716, 5-15=1518, 6-15=-1042, 6-14=910, 7-14=-916, 7-13=2438, 8-13=-2885, 9-13=2429, 9-12=58 NOTES (5-6) 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 8; 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 996 Ib uplift at joint 2 and 1028 Ib uplift at joint 10. 5) Truss Engineer: Junaidie Budiman, PEii45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS ppQiV- f3 DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED I LOAD CASE(S) Standard j No, 45161 r O STATE OF 0RIoa'j f AL AwARNING - VerM drily. pan mete. and READ NarEs ONTms AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component to be Installed and boded vertbally. 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 brocing to Insure stability during construction Is the responsiblllfy of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabrbatbn, quality control, storage, delivery, erection and bracing, consult OST-fS8 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Rocommondatlon available horn Truss Plate Institute, 583 D'Onofrb Drive. Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10, 1'/4. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property fill,„ J2 J3 J4 TOP CHORDS owner and all other interested parties,. a 2. Cut members to bear tightly against each J5 3, Place plates on each face of truss at each iFor4x2orientation, locate ZC3other. Q o joint and embed fully, Avoid knots and wane at joint locations. plates from outside edge of a truss andd vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length 6 from I. - panel adjacentjoint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,00 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTeko 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL LIP ©1993 Mitek Holdings, Inc. , C FORM01 B4O1 V Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359828 DR1701AB A137 ROOF TRUSS 1 1 optional) CCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:53 2003 Page 1 1:24 6-9-11 12-8-13 1 18-8-0 1 22-10.6 1 27 12 1 31-3-1 1 355-7 1 38-1-71 1-0-0 6-9-11 5-11-3 5.11-3 4.2.6 4.2-6 4-2-6 140-0-Oqt-2-q 4-2-6 2-8-0 1.10-9 1.0-0 Scale • 1:69.4 5x8 = 5 6.00 F12 46 3x4 8 4 7x8 1 7 54 3 Bx8 11 8 7x9 = 500 = 9 10 2 Z a1d O 3.8 = 20 19 18 17 16 15 14 13 U8 = 3.4 = 34 = 3x8 = 3x4 = 3x6 = 3x4 = 4x12 = 2x4 II 9-9-4 18-8-0 22-10-6 29-10-5 35-5-7 38.1-0 I 1 1 9-9-4 8-10-12 4.2.6 6-11-15 5-7-2 2-8.0 1-10-9 Plate Offsets X( Y): (2:0 4-12,0-1 8]_[3:0-3-0,0-3-0]_(7:0-4-0,0-4-8]_(10:0-8-0,0-2.81, 11:0-4-12,0-1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) 0.47 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.72 15-17 >659 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.16 11 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 244 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 2-2-14 oc puriins. 5-7 2 X 6 SYP No.2ND, 7-9 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 4-18, 5-18. 6-18 WEBS 2 X 4 SYP No.3 'Except' 8-14 2 X 4 SYP No.213, 10-14 2 X 4 SYP No.21) REACTIONS (lb/size) 2=1952/0-8-0, 11=1952/0-8-0 Max Harz 2= -252(load case 5) Max Uplift2=-996(load case 4), 11=-1028(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3231, 34=-2936, 4-5=-2173, 5-6=-2162, 6-7=-2771, 7-8=-4087, 8-9=-8658, 9-10=-7141, 10-11=-3299, 11-12=17 BOT CHORD 2-20=2852. 19-20=2424, 18-19=2424, 17-18=2478. 16-17=3111, 15-16=3111, 14-15=4111. 13-14=2787, 11-13=2781 WEBS 3-20=-341, 4-20=481, 4-18=-707, 5-18=1569, 6-18=-1068, 6-17=854. 7-17=-975, 7-15=1152, 8-15=-998, 8-14=4468, 9-14=-4212, 10-14=4673, 10-13=41 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ff; 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 i 13 i4L7ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 996 lb uplift at joint 2 and 1028 lb uplift at joint 47 it. J44.`P i%rr,,q 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED I Y4F No. 4 5161LOADCASE(S) Standard STATE OF e4r.we sass/JoR o, O/lL 1 AWARNING - V*ryJf design parameters and READ NOTES ON TB7S 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 10 be Installed and loaded verticalty. Applicability of design parameters and proper Incorporation of component b iesponslblltty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure dobWty during construction is the responslblllty of the erector. Additional permanent bracing of the overall structure is the responslbBity 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® PlateHandlingInstalllnoandBracingRecommendationavailablefromTruss Institute, 583 D'Onofrlo Drive. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 44 re-1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of truss and securely seat. T cc For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4001 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM019,019 OAND-NAtI ® HMRO,AFR ® . AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359829 DR1701AB B ROOFTRUSS 3 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:59:19 2003 Page 1 6-7-0 12-7-8 18-8-0 24-5-0 31-11.4 1 40-0-0 gt-o-o111 1-041 6-7-0 6-0-8 6-0-8 5-9-0 7.6-4 8 12 1-041 Scab • 1:71.9 54 = 5 000 F12 3x4 i 44 4 6 54 i Sx8 3 7 2 a1d 5+10 = 3.8 = 17 16 15 e I491yI 3x4 = 34 = 3.8 = O 13 12 11 10 3.8 = 2x4 II 34 = 4.12 = 8-6-0 18.841 24-5-0 31.11-4 40-" 1 8.6-0 10-2-0 5-9-0 7-6-4 1 B-0-12 Plate Offsets X,Y :[2:0-4-12,0-1-81_[3:0-3-0,0-3-01_[7:0-3-0,0-3-41,[8:0-4-12,0-1$)_[10:0-3-8,0-2-01_j14:0-5-8,0-4-01 LOADING (psf) SPACING 2-M CSI DEFL in floc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.91 Vert(LL) -0.24 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.79 Vert(TL) -0.60 15-17 >793 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.17 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 226 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed. 5-7 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing. BOT CHORD 2 X 4 SYP No.213 WEBS 1 Row at midpt 4-15. 5-15, 6-15. 10-14 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1969/0-8-0, 8=1979/0-8-0 Max Horz 2=-349(load case 5) Max Uplift2=-986(load case 4), 8=-1018(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3305, 3-4=-3075, 4-5=-2195, 5-6=-2195. 6-7=-3148, 7-8=-3240, 8-9=17 BOT CHORD 2-17=2916, 16-17=2453, 15-16=2453, 14-15=2817, 12-14=117, 6-14=867, 12-13=0, 11-12=0, 10-11=0, 8-10=2867 WEBS 3-17=-321, 4-17=547, 4-15=-710, 5-15=1521, 6-15=-1261, 10-14=2935, 7-14=-64, 7-10=-437 NOTES (4-5) 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 986 lb uplift at joint 2 and 1018 lb uplift at joint 8. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED iC br f G 13 / LOAD CASE(S) Standard V4 G`Q i C,4t •, 7 f t : No. 4 5161 ,k O STATE on aL r AWARNTNO - Verl1 fy design parwnerters and READ NOTES ON THIS AND REVERSE SIDE HEMRE USE. W Design valid tot use only with MRek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. APplIcabllBy of design parameters and proper Incorporation of component is iesponslblUty 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 responslblilty of the erector. Additional permanent bfbcdng of the overall structure is the responsibility of the building designer. For general guidance regarding fobrkatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Becornm*ndatbn available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 44 re,t /. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 8 T 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. r- This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE 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. MiTeke TM PANEL CLIP FORMOIQOIV anWO VAtI ® HMR0,A1R® - - 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 STANDARD 1701 AB 14359830 DR1701AB B11 ROOFTRUSS 1 1 optional) CCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:54 2003 Page 1 11 -0-r 4.5-4 8-4-0 13-0-5 17-8-11 22-5-0 29-0-0 34.2.12 40-0-0 1-01) 1 1 1 I 1 1 1-0-0 4-5-4 3.10-12 4-8.5 4.8-5 4.8-5 6-7-0 5-2-12 1 5.9-4 1-0-0 Scab • 1:69 4 54 = Sxs = 3x4 = 5,® = 2x4 II 4 5 e 7 8 6.00 F12 2x4 3 3.4 9 d 2 1 6x8 = 34 = 18 17 10 4 111^ 4 Uri = sa = a 15 14 13 12 3x8 = 2.4 II 5x12 = 2x4 II i 8-4.0 15-4-8 22-5-0 29-" 34-2-12 40-04) 1 1 8.4-0 7-0411 7-" 6-7-0 52-12 i 5.9.4 Plate Offsets X( Y): (2:0-4-12,0-1-8[,[4:0-3-0,0-2-0],[6:0-3-0,0-3-01_[8:0-6-0,0-2-8[_[10:0.4-12,0-1-81_[73:0-3-8,0-3-0j,_[16:0-2-8,0-2-12[_[17:0-3-0,0-3-01 LOADING (psf) SPACING 2-M CST DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) 0.38 16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.89 Vert(TL) -0.63 16-17 >747 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deFl = 360 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-3-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1971/0.M, 10=1976/0-8-0 Max Horz 2=-225(load case 5) Max Uplift2=-858(load case 3), 10=-891(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3394, 3-4=-3163, 4-5=-2864, 5-6=-4086, 6-7=-4331, 7-8=-4331, 8-9=-2951, 9-10=-3415, 10-11=17 BOT CHORD 2-18=2971, 17-18=3795, 16-17=4298, 14-16=107, 7-16=-411, 14-15=0, 13-14=0, 12-13=3008, 10-12=3008 WEBS 3-18=-163, 4-18=1091, 5-18=-1271, 5-17=598, 6-17=-437, 6-16=44, 13-16=2694, 8-16=2024, 8-13=-222, 9-13=-425, 9-12=107 NOTES (5-6) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 891 lb uplift at joint 10. 5) Truss Engineer: Junaidie Budiman, PEIJ45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN FLORIDA i 13 CONFORMS WITH BUILDING CODE 2001. BASED ON PARAMETERS INDICATED LOAD CASES Standard No. 4.5161 t ,k STATE OF . Cy ASS/ o. 6.900 rl A WARNING - Ver(fy deedyn parameters and READ NOTES ON TIUS AND RE VERSE SIDE BEFORE USE. sess e Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded verticalty. 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, OSS-89 Bracing Spectilcatlon, and NIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D-Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/1. *Center plate on joint unless dimensions indicate otherwise. Dimensions are In inches. -Apply plates to both sides of truss and securely seat. - A„ T 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM CAN FORMOIB,OIV ocuua-wu ®, PfMRO,AIIR® " 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. Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359831 DR1701AB B13 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:59:26 2003 Page 1 1., 5.5.4 10-4-0 16-4-8 22-50 2_ 7 33-2.12 I 40-0-0 11.0-Q111 1.0-0 5-5-4 4-10-12 6-0.8 6-0.8 4-7-0 6-2-12 6-9-4 1-0-0 SWIe • 1.69.4 Sxe = 54 = 44 = Sx6 = 4 5 6 7 6,o0 12 3x4 i 7 3.4 B d 2 a1d 5x10 - 3x6 = 19 16 17 16 9 9 2x4 II 3.4 = 34 = 3x6 14 13 12 11 US = 2.4 II 500 = 20 II 5•5-4 10-4-0 1 16.4.E 22-5-0 27-" 33-2.12 1 40-0-0 5-5-4 4-10-12 6-" 6-0-8 4-7-0 6-2-12 6-9-4 Plate Offsets (X_Y)_j2:0-4-12,0-1-81,[4:0-6-0,0-2-8[_[5:0-3-0,0-3-01, [7:0-6-0,0-2 8]_[9:0-4-12,0-1-81, j12:0-3-4,0-3-0[,_[15:0-6-4,0-4-01 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) -0.28 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.48 15-16 >976 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deb = 360 Weight: 228 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.8-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-14 oc bracing. Except: WEBS 2 X 4 SYP No.3 1 Row at midpt 6-15 REACTIONS (lb/size) 2=1971/0-8-0, 9=1976/0-8-0 Max Horz2=-249(load case 5) Max Uplift2=-875(load case 4). 9=-922(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3425, 3-4=-2991, 4-5=-3420, 5-6=-3420, 6-7=-3632, 7-8=-2765, 8-9=-3345, 9-10=17 BOT CHORD 2-19=3013. 18-19=3013, 17-18=2682, 16-17=2682, 15-16=3640, 13-15=87, 6-15=-198, 13-14=0, 12-13=0, 11-12=2953, 9-11=2953 WEBS 3-19=101, 3-18=-387, 4-18=295, 4-16=975, 5-16=-442, 6-16=-288, 12-15=2614. 7-15=1752, 7-12=-480, 8-12=-549, 8-11=127 NOTES (5-6) 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 8; 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 875 lb uplift at joint 2 and 922 lb uplift at joint 9. Cf ` r if L7G L! 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard No. 4 516116. ' k STATE OF s ANAL rr AWARNINO - VerVy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Ste® 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 lorded vertically. App6cob@ty of design parameters and proper Incorporation of component Is responsibility of bullring 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 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrla Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t 1/. * Center plate on joint unless dimensions indicate: otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A'A" T 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 NMRO,A/R Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359832 DR1701AB B15 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:59:36 2003 Page 1 11-D-9 6.5.4 12.4-0 17-4-8 22-5-0 1 25-0-0 1 32-2.12 1 40-0-0 gt-0-011 1-0-0 6.5.4 5-10-12 5-0.8 5-0-8 2-7-0 7.2-12 7-9-4 1-0-0 Swh • 1.69.4 5x8 = 2.411 4i8 = US = 4 5 6 7 8.00 12 3.4 i 5x8 3 V d 2 r atd 6 3x8 = 20 19 18 17 9 Y1Q 2x4 II 3.4 = 34 = 3x8 = a t5 14 13 12 11 34 = 2.411 4.10= 34= 2.411 6.5.4 12-4-0 17-4-8 22-5-0 254-0 32.2.12 40-" 1 1 1 6-5-4 5-10-12 5-0-8 5-0-8 2-7-0 7.2-12 7-9-4 Plate Offsets X,Y :[2:0-4-12,0-1-81_[4:0-6-0,0-2-8)_[7:0-6-0,0-2-8]_[8:0-4-0,0-3-01,[9:0-4-12,0-1-81,[76:0-5-12,0-4-4) LOADING(psf) SPACING 2-" CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) -0.26 16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.67 Vert(TL) -0.42 16-17 >999 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.19 9 n/a BCDL 10.0 Cade FBC2001 1st LC LL Min I/deft = 360 Weight: 237 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. Except: WEBS 2 X 4 SYP No.3 1 Row at midpt 6-16 WEBS 1 Raw at midpt 7-13, 8-13 REACTIONS (lb/size) 2=1971/0-8-0, 9=1976/0-8-0 Max Horz2=-273(load case 5) Max Uplift2=-906(load case 4), 9=-950(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3357, 3-4=-2808, 4-5=-2921, 5-6=-2921, 6-7=-3058, 7-8=-2565, 8-9=-3260, 9-10=17 BOT CHORD 2-20=2962, 19-20=2962, 18-19=2518, 17-18=2518, 16-17=3062, 14-16=66, 6-16=-106, 14-15=0, 13-14=0, 12-13=2881, 11-12=2881, 9-11=2884 WEBS 3-20=121, 3-19=-514, 4-19=353, 4-17=639, 5-17=-373, 6-17=-215, 13-16=2756, 7-16=2084. 7-13=-1146. 8-13=-669, 8-11=148 NOTES (5-6) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 906 lb uplift at joint 2 and 950 lb uplift at joint 9. iC iS j f 1{J G L3LJ 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard t. NO,45161 ' STATE OF OR t0..''' ANAL If AWARNINO - Ver(fy design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MRek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and boded vertically. APplicablIlty of design parameters and proper Incorporation of component Is iesponslbillty of building designer - not truss designet. Bracing shown Is tot lateral support of Individual web membets only. Addltbnal temporary bracing to Insure stability during construction b the tesponslblllty of the erector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. For general guidance tegatding fobtbatbn, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing SpeclRcatlon, and NIB-91 MiTek® Handling Instollinq and Bracing Recommendation available from Trust Plate Institute, 583 D'Onoftb Dtive. Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal InjurydimensionsIndicateotherwise. Dimensions are in inches. Apply 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.. 17 —71 u a 2. Cut members to bear tightly against each other. a: VgEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i cc joint and embed fully. Avoid knots and wane plates/a" from outside edge of U a h o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP I/4ce , o at panel length(* 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 10] 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N lYl1t MiTeke PANEL TN CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 NMRO,A/R Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359833 DR1701AB B17 ROOF TRUSS 1 1 optional) CCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:57 2003 Page 1 1.1-0.4 7-5-4 14-4-0 1 18-8-0 23.0.0 1 28-5.13 1 33-11-11 1 40.0.0 41-0. 1 1-0-0 7.5-4 6-10-12 4-0-0 4-4-0 5-5-13 5-5.13 6-0-5 1-0-0 Scale • 1.69A 54 = U4= 54= 6.00 F12 4 5 6 5x6 4 3x4 7 3 5x8 " ^ d 8 2 dtd 5xe = 9 I9 34 = 1B 17 10. 14Ig2x4II54 = 15 14 13 12 11 3.8 = 2x4 II 402 = 3,6 = 2.4 II 7-5-4 14-4-0 23-" 28-5.13 33-11-11 40-" 1 i 7-5-4 6.10.12 8.8-0 5-5-13 5-5-13 6-0-5 Plate Offsets X,Y :[2:0-4-12,0-1-8[_[3:0-3-0,0-3-41,[4:0-3-0,0-2-0[_[6:0-3-0,0-2-01,[8:0-3-0,0-3-01_[9:0-4-12,0-1-8J_[16:0-2-0,0-2-0[_[17:0-2-12,0-3-0j LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) -0.22 16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.71 Vert(TL) -0.49 16-17 >963 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 233 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-7-8 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 5-16 REACTIONS (Ib/size) 2=1970/0-8-0, 9=1977/0-8-0 Max Horz 2=-297(load case 5) Max Uplift2=-935(load case 4), 9=-975(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3274, 34=-2624, 4-5=-2346, 5-6=-2516, 6-7=-2835, 7-8=-2908, 8-9=-3396, 9-10=17 BOT CHORD 2-18=2895, 17-18=2892. 16-17=2524, 14-16=96, 6-16=903, 14-15=0, 13-14=0, 12-13=2991. 11-12=2991, 9-11=2994 WEBS 3-18=140, 3-17=-625, 4-17=759, 5-17=-347, 5-16=-16, 13-16=2681, 7-16=-87, 7-13=-318, 8-13=-449, 8-11=112 NOTES (5-6) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 935 Ib uplift at joint 2 and 975 lb uplift at joint 9. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED F '/•. Q+. 7LOADCASE(S) Standard ,•;G t : No. 4 5161 ,t O : SPATE OF OR I'D O qL RRMFOrl AwARmNO - verbfy design parameters and READ NOTES ON TBTS AND REVERSE SME BEFORE USE. NilDesignvalidtotuseonlywithMiTekconnectors. This design is Individualbisbased only upon parameters shown, and Is for an Inddual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component 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, D511-89 Bracing Specification, and HIS-91 MiTek® HandlingInstolllnqandBracingRecommendationavailablefromTrussPlateInstitute. 583 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 sec urely seat. 0 For 4 x 2 orientation, locate 0 plates IA" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. 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 40010 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM016.019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N 19! 0 MiTeke ZLIL1.® 0"RO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359834 DR1701AB B19 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:58 2003 Page 1 11-0-9 5.9-11 11.0.13 1 16-4-0 1 21-0-0 1 27-1-13 1 33-3-11 1 40-0-0 11-0-01 1-0-0 5-9-11 5.3-3 5-3-3 4-8-0 6.1-13 6-1-13 6.8-5 1-0-0 SWc, • 1:60.4 54 _ 5'a _ 5 6 6.00 12 3.4 i 4 3.4 -- 7 54 i e 2 d1 jd 5.10 = 9 l4US = 17 16 10. 5's US 14 13 12 11 3.8 = 2.4 II 5.10 = 2.4 II 8.5-4 16.4-0 21 27.1.13 33.3-11 40-0-0 1 1 1 1 8-5-4 7-10-12 4-8-0 6-1.13 6-1-13 6-8-5 Plate Offsets X( Y):[2:0-4-12,0-1-81_[3:0-3-0,0-3-0J_[5:0-3-0,0-2-0)_[6:0-3-0,0-2-0j_[8:0-3-0,0-3-0j_[9:0-4-12,0-1-81,[12:0-2-4,0-3-01, [15:0-5-8,0-4-Oj_[17:O-3-0,0-3-0j LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.22 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.40 16-17 >999 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 3-M oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-16 REACTIONS (lb/size) 2=1963/0-8-0, 9=1964/0-8-0 Max Horz 2=-321 (load case 5) Max Uplift2=-963(load case 4), 9=-1003(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3332, 3-4=-3078, 4-5=-2403, 5-6=-2161, 6-7=-2573, 7-8=-2756, 8-9=-3320, 9-10=17 BOT CHORD 2-17=2934. 16-17=2585, 15-16=2284, 13-15=83, 6-15=974, 13-14=0, 12-13=0, 11-12=2928, 9-11=2931 WEBS 3-17=-267, 4-17=395, 4-16=-627, 5-16=710, 6-16=-252, 12-15=2542, 7-15=-213, 7-12=-238, 8-12=-532, 8-11=125 NOTES (5-6) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 963 lb uplift at joint 2 and 1003 lb uplift at joint 9. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED q... Jai:`.......... , LOAD CASE(S) Standard .QG ,,• .ice No. 4.5161 ,k r 4TATE OF w ass`'Ona•' OVAL A WARNING - Ver(fy deetyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of builing designer - not truss designet. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stabWty during construction is the responsibility of the erector. Additional permanent brbctng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult CST-88 Quality Standard, OSB-89 Bracing Spoctfdcaflon, and HIB-91 Handling Instolllna and Bracing Recommendation available from Truss Plate Institute, S83 D'Onofrb Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. All''" J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2a other. O WEBS . J5 cc 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. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromC, 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 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 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft• spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, TMlip PANEL erection and Installation of trusses, 1993 Mitek Holdings, Inc. , CLIP FORM019, 019- NYj%RO-AIR® Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359835 DR1701AB B21 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:57:59 2003 Page 1 6-5-11 1 12-4-13 1 18.4-0 tP-010 24-5-0 1 28-1-3 1 33-9.5 1 40.0-0 1.0-Q 1-" 6-5-11 5.11-3 5.11-3 0-8-0 5.5-0 3-8-3 5-8-3 6-2-11 1-0-0 Scale • 1:71.5 5.8 = 5 6.00 12 3.4 4.9 4 6 5.8 5-- 7 3 3.4 9 2 aid I43.5= 17 16 sxs 9 to)yy II 515 = 3.8 = d 14 2.4 II 13 12 11 Uri = 3.4 II 5.10 = 2.411 9.5-4 18-4-0 1?-010 24-5-0 28.1-3 33.9.5 40-" i 1 1 1 9-54 B-10-12 0-8-0 5-5-0 3-8-3 5-8-3 6.2.11 Plate Offsets X,Y : [2:0-4-12,0-1-81, [3:0-3-0,0-3-01_[7:0-3-0,0-3-01, [9:0-4-12,0-1-8l, [12:0-3-0,0-3-0)_ 15:0-5-12 0-4-0, 17:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) 0.25 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.79 Vert(iL) -0.54 14 >873 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-M oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-16, 6-16, 4-16 JOINTS 1 Brace at Jt(s): 15 REACTIONS (lb/size) 2=1984/0-8-0, 9=2003/0-8-0 Max Horz2=-349(load case 5) Max Uplift2=-978(load case 4), 9=-1005(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3323, 34=-3030, 4-5=-2228, 5-6=-2228, 6-7=-3232, 7-8=-2925, 8-9=-3442, 9-10=17 BOT CHORD 2-17=2932, 16-17=2511, 15-16=2892, 13-15=118, 6-15=1080, 13-14=0, 12-13=0, 11-12=3035, 9-11=3035 WEBS 3-17=-324, 4-17=465. 12-15=2866, 7-15=431. 7-12=-820, 8-12=-479, 8-11=116, 5-16=1543. 6-16=-1327, 4-16=-730 NOTES (4-5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ff; 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 978 lb uplift at joint 2 and 1005 lb uplift at joint 9. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard No. 4.5161 4TATE OF o vaL AWARMNO - Veryy design panarneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design b based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Appilcoblltty of design parameters and proper Incorporation of component b responsiblity 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 btacing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Oualfly Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Institute, 583 D'onofilo Drive, Madison, WI53719. Plate MiTek® 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 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 C7 other. O WEBS , J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U Q joint and embed fully. Avoid knots and wane plates from outside edge of o d ' at joint locations. dtrussand vertical web. 0 o 4. Unless otherwise noted, locate chordsplices at 114 len th 6' frompanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359836 DR1701AB B7 ROOF TRUSS 1 2 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:00 2003 Page 1 4-4-0 9.7-0 14-10-0 20-5-0 24-7-15 28-9.1 33-M 1 36-2-12 40-" 1111-04 1 1 1 1 1 1 1-" 4-4-0 5-3-0 5.3-0 5-7-0 4-2-15 4-1-3 4-2-15 3-2.12 3-9-4 1-0-0 scab • 1:70.3 6x10 = _ 6.00 12 7x8 = 400 = 9xl7.5 M1118 = 4x10 = 4,11 = Sxa 3 4 5 8 7 8 9 2x4 i 10 2 d d 12.18 4x8 = 20 19 18 12( 4 2x4 II 9x17.5 MII19 = U8 11 16 15 14 13 4x8 = 2.4 II 5x10 = 7x8 = 44 = 4-0-0 9.7-0 14-10-0 20-5-0 24-7.15 28.9.1 33-0-0 40-0-0 4.4-0 53-0 53-0 5-7-0 4-2.15 4-1.3 4.2-15 7-0-0 Plate Offsets X,Y : r3:0-4-8,0-3-81,[4:0-4-0,04-8 [7:0-3-8,0-2-01,[9:0-1-12,0-2-121_[11:0-4-0,0-1-151,[14:0-4-0,0-4-8j_ 15:0-1-8,0-2-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Vert(LL) 1.22 16 >388 M1120 249/190 TCDL 7.0 ' Lumber Increase 1.33 BC 0.82 Vert(TL) -1.60 16 >295 MII16 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.31 11 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 537 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-2-11 oc puriins. 3-4 2 X 6 SYP No.2ND, 6-9 2 X 6 SYP SS, 4-6 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 1 Row at midpt 5-19 WEBS 2 X 4 SYP No.3 'Except' 3-19 2 X 4 SYP No.20, 15-17 2 X 4 SYP No.1 D. 7-17 2 X 6 SYP SS REACTIONS (lb/size) 2=4265/0-8-0, 11=4597/0-8-0 Max Horz2=-176(load case 5) Max Uplift2=-2296(load case 3), 11=-2445(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=20, 2-3=-8577, 3-4=-16758, 4-5=-16758, 5-6=-25085, 6-7=-25085, 7-8=-13919, 8-9=-11630, 9-10=-9066, 10-11=-9089, 11-12=20 BOT CHORD 2-20=7601, 19-20=7608, 18-19=24530, 17-18=24530, 16-17=40, 6-17=-568, 15-16=-0, 14-15=1 1630.13-14=8160, 11-13=8004 WEBS 3-20=93, 3-19=9849, 4-19=-494, 5-19=-8347, 5-18=2440, 5-17=589, 15-17=14667, 7-17=12548, 7-15=-6436, 8-15=2971, 8-14=-2718,9-14=4459,9-13=469,10-13=151 NOTES (8-9) 1) 2-ply truss to be connected together with 1 Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-5-0 oc. / Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. x Q ( ;'• 2) Unbalanced roof live loads have been considered for this design. .• (', '4' iG 3) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; parlially;MWFRS gabl ' end zone; cantilever left and right exposed :Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. No. 4.5161 • 5) All plates are M1120 plates unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2296 lb uplift at joint 2 and 2445 lb uplift at J3 '. 1joint11. • STATE OF 7) Special hanger(s) or connection(s) required to support concentrated load(s) 314.01b down and 180.1lb up at 33-" on top chord, and 2329.01b down and 1335.81b up at 14-10-0, and 630.01b down and 361.31b up at 20-7-12, and 427.01b down and 244.91b up at 33-0-0 on •.;C( 0 R ID.- bottom chord. Design for unspecified connection(s) is delegated to the building designer. 1 h ••s.ro.••• 8) Truss Engineer: Junaidie Budiman, PEft45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. uu O lA1 9) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED L. OqD CASE S) S ndard A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be InsloBed 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 brlachlg of the overall structure Is the responslbWty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consuff OST-88 Quality Standard, DSO-89 Bracing Specification, and HIB-91 Handling Installinq and tracing RecommerWation available from Truss Plate Institute, SW D'Onohb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND "ORIENTATION Failure to Follow Could Cause Property 13114 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions ore in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 811 securelyseat. k J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each T c2 c3 other, O WEBS , J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a ,; Q joint and embed fully. Avoid knots and wane plates 1/e"from outside edge of U O d r' at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chordsplices at I/4 len th 6 from ce CY panel adjacent oint, 9 (+ 1 joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second In all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 It. 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. stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. , CLIP FORM01e. 019 a"1O ^""` ® #fMR0,4/R0 IJob Truss Truss Type City Ply STANDARD 1701 AB 14359836 DR1701AB 87 ROOFTRUSS 1 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-74.0, 3-6=-74.0, 6-9=-175.8, 9-12=-74.0, 2-17=-20.0, 11-16=-20.0 Concentrated Loads (lb) Vert: 9=314.0 18=-2329.0 17=-630.0 13=-427.0 11:58:00 2003 Page 2 No. 4 5161 ,k STATE OF = A WARMNO - Verify design pararrssters and READ NOTES ON THIS AND REVERSE SWZ BEFORE USE. seslsww ® Design valid lot use only with MITek connectors. 11hb design Is based only upon parameters shown, and Is lot 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 deslgnet. Brocing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibiity of the etecta. Additional permanent bracing of the overall structure Is the responsibility of the building designer. for genetal guidance regarding labtloatlon, qualtty control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 M iTek® Handling Installlnq and Brocing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Dtive, Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. F- TOP CHORDS 2. Cut members to bear tightly against each C: Q other. 0 a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate U Q O joint and embed fully. Avoid knots and wane at joint locations. plates 1 /8" from outside edge of a v truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from ce , panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. GeneralPN WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® • engineer. 15. Care should be exercised In handling, IBM PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. , CLI P FORM018,019 HMRO,AZR® Job Truss Truss Type City Ply STANDARD 1701 AB 14359837 DR1701AB B9 ROOFTRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 12:12:57 2003 Page 1 11 6-4-0 11-8-5 17-0-11 22.5-0 26-8-8 31-0-0 35.2-12 40.0.0 11.0111I1 1-0-0 6-4-0 5.4.5 5-4.5 5-4-5 4-3-8 4-3-8 4-2.12 4-9-4 1-" Scab • 1:69.4 5A = 3x4 = 54 = 2x4 II 3.10 = 54 - 6.00 F12 3 4 5 6 7 6 2x4 i 9 d 2 aad1 6.10 - 10 9 Uri = 18 17 111^ 4 3.4 = 54 = a 15 14 13 12 3x8 = 2.4 II 5'9 = 5.6 = 6-4-0 1 14-4-8 22.5-0 26-8411 31-0-0 40-" 1 1 1 6-4-0 8-" 8-0-8 4-3-8 4-3-8 9-0-0 Plate Offsets X,Y : r2:0-4-12,0-1-81, [3:0-3-0,0-2- , [5:0-3-0,0-3-01_[8:0-3-0,0-2-01,[10:0-4-12,0-1-8[_[12:0-2-12,0-3-01, [16:04-0,0-2-12][17:0-3-0,0-3-4j LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.57 16 >827 M1120 249/190 TCDL 7.0 ' Lumber Increase 1.33 BC 0.93 Vert(TL) -0.90 16-17 >526 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.25 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 210 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. 2-17 2 X 4 SYP No.1 D, 16-17 2 X 4 SYP No.1 D WEBS 1 Row at midpt 4-18 WEBS 2 X 4 SYP No.3 'Except' 13-16 2 X 4 SYP No.2D REACTIONS (lb/size) 2=1971/0-8-0, 10=1976/0-8-0 Max Horz 2=-201 (load case 5) Max Uplift2=-915(load case 3), 10=-887(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3355, 3-4=-3010, 4-5=-5179, 5-6=-5675, 6-7=-5675, 7-0=-2794, 8-9=-3126, 9-10=-3388, 10-11=17 BOT CHORD 2-18=2957, 17-18=4658, 16-17=5567. 14-16=84, 6-16=-357, 14-15=0, 13-14=0, 12-13=3595, 10-12=2972 WEBS 3-18=1160. 4-18=-1937, 4-17=815, 5-17=-606, 5-16=126, 13-16=3777, 7-16=2634, 7-13=-1072, 7-12=-1169, 8-12=1075. 9-12=-202 NOTES (5-6) 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. p 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 915 lb uplift at joint 2 and 887 lb uplift at joint t . ` 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED l' LOAD CASE(S) Standard t No. 4 5161 O SITATE OF s aNa. QWARMN0 - VerVy design parameters and READ NOTES ON TBTS AND REVERSE Slag BEFORE USE. Design valid for use only with Mtfek connectors. This design is based only upon parameters shown, and is tot on Individual building component to be Installed and loaded vertically. AppOcobliffy of design parameters and proper Incorporation of component is iesponsibllffy 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. Addltbnol permanent brbcing of the overall structure is the responsWity of the building designer. For general guidance regarding fabrication, quality control, storage, de0very, erection and bracing, consuff OST-68 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installlna and Bracing Recommendation ava9able RfromTruss ate Institute, 593 D-Onohlo Drive, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property rol 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 c2 other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Qv `% ; '' ; joint and embed fully. Avoid knots and wane plates I/a" from outside edge of o at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from ca 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 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, T~ JIM PANEL erection and Installation of trusses. 1993 Mitek Holdings, Inc. . CLIP FORM018,019 ffMp0.A'fR ® Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359838 DR1701AB C ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:02 2003 Page 1 7.6-o I 14-9-0 1-0-0 7.6-0 7-3-0 Scale • 1:25.9 3 6.00 Fl 2 4 2 la 5 3,4 = 2.411 3.4 = 7.6-0 14-9-0 7-6-0 7-3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.07 4-5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 54 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=675/Mechanical, 2=778/0-8-0 Max Horz2=130(load case 4) Max Uplift4=-332(load case 5), 2=-429(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-723, 3-4=-722 BOT CHORD 2-5=639, 4-5=639 WEBS 3-5=144 NOTES (5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332 lb uplift at joint 4 and 429 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001. BASED ON PARAMETERS INDICATED p n9t [ 1 LOADCASE(S) Standard No, 4`.5161 ry 0'; MATE OF s/' o R +oal'v1 O9 rro++•,n.rrast`' f L 1 A WARMNO - V@rVy design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. ess! Design valid for use only with MITek connectors. This design is based only upon parameters shown, and b la an Ind Niduol building component to be Installed and loaded vertically. Applicability of design parameters and proper tncotporatlon of component b tespons45Wfy of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stoblBty during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, election and blocing, consult QST-88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute. 583 D'Onohlo Drive, Madison, WI5371 V. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of.truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 Q other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q o joint and embed fully. Avoid knots and wane at joint locations. plates I/8" from outside edge of a truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(* 6" from u C, 16 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. . CLIP FORM018.01 V HYDRO -AIR 0 Job Truss Truss Type aty Ply STANDARD 1701 AB 14359839 DR1701AB C7 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.006 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:03 2003 Page 1 1.0-0 3-9-4 1 7-0-0 1 8-0-0 11-2-12 1 14-9.0 1• 1 1 1-0.0 3-9-4 3-2.12 1-0-0 3.2.12 3-6-4 Sw1e • 1:29.1 4xS _ 4,6 = 4 5 6 00 12 3.4 i jx4 3 e d 7 1 11 10 9 3x4 - B 12 3.4 = 2x4 II 3.4 = IS II 3x4 3-9-4 7-0-0 1 8-0-0 1 11-2-12 1 14-9-0 i 1 3.94 3.2-12 1-" 3-2-12 3-6-4 Plate Offsets X( Y): 7:0-1-7,0-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) 0.05 7-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.07 7-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.02 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 85 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-1-15 oc purlins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1614/Mechanical, 2=925/0-8-0 Max Horz 2=129(load case 4) Max Uplift7=-870(load case 5), 2=-513(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=40, 2-3=-1408, 34=-1147, 4-5=-990, 5-6=-1148, 6-7=-2244 BOT CHORD 2-11=1187, 10-11=1187. 9-10=990, 8-9=1945, 8-12=1945, 7-12=1945 WEBS 3-11=15, 3-10=-241, 4-10=334, 5-9=341, 6-9=-1104, 6-8=807 NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) 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 870 lb uplift at joint 7 and 513 Ib uplift at joint pj2. t B6) Special hanger(s) or connection(s) required to support concentrated load(s) 1092.41b down and 629.31b up at 12-8-12 on bottom chord. Q Design for unspecified connection(s) is delegated to the building designer. .• %fv'•' , 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' •`Ql ,4 !, 7/f 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED Y LOAD CASE(S) Standard * 4 j1$ 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 ; Uniform Loads (pin Vert: 1-4=-74.0, 4-5=-74.0, 5-7=-74.0, 2-7=-20.0 '. STATE OF = Concentrated Loads (lb) ( • (LVert: 12=-1092.4 O^L A WARMNO - VerVy design parameters, and READ NOTES oNTHIS AND REVERSE SIDE BEFORE USE. Design valkl for use only with Mllek connectors. Thb design If based only upon parameters shown, and to lot an Individual building component to be Insfolled and boded vertically. Applicab®ty of design parameters and proper tncofpaafbn of component Is iesponsldOty of building designer - not huff designer. Bracing shown Is la lateral support of IndNiduol web members only. Additional temporary biocfrg to Insure dablIlty during construction Is the responsibillty of the erector. Additional permanent bracing of the overa8 structure If the iesponsmdlfy of the building designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul? OST-88 Quality Standard, DSB-BC Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation ava9b RateabfromTrussinstitute- S63 D'Onofrb Drive, Madison, Wl53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION unless- Failure to Follow Could Cause Property/ 13/44 *Center plate on joint 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 a other. O WEBSNa Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ,QX " ; ' joint and embed fully. Avoid knots and wane plates 1/a" from outside edge of o a _ truss at joint locations. and vertical web. o a4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" fromopanel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO THE LEFT. is the responsibility of truss fabricator. GeneralPtY WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 01993 Mitek Holdings, Inc. , CLIP FORM018,019 HMR0,41R0 Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359840 DR1701AB D ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:03 2003 Page 1 1-0-0 64-0 12-" 1-0-0 6-4-0 6-4-0 Scale • 1:22.3 44 = 3 6.00 Fl2 4 2 I% s 2.4 11 3z4 = 3.4 = 6-4-0 12-" 64-0 64-0 Plate Offsets X,Y : '2:0-M,0-0-0 LOADING (psi) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 Vert(LL) -0.01 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.23 Vert(TL) -0.04 2-5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 46 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.21) BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=577/Mechanical, 2=680/0-8-0 Max Horz 2= 1 16(load case 4) Max Uplift4=-285(load case 5), 2=-380(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-625, 3-4=-020 BOT CHORD 2-5=552, 4-5=552 WEBS 3-5=123 NOTES (5-6) 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 II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 4 and 380 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PEtf45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard '•; i` Q I j F /iQ i •. > r•" t No. 4.5161 STATE OF s O R t0t/' A WARNING - VerVy design par,arrseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design vales lot use only with Mliek connectors. This design It based only upon parameters shown, and b tot an Individual building component to be installed and loaded vertically. Applicability of design parameter and ptopef Incotpotatbn of component b tesponsPbAlfy of building designer - not hues designer. &acing shown It foe lotefal support of Individual web members only. Additional temporary bfockg to insure slabOty during condtuctbn b the tesponsk>mfy of the erector. Additional petmonent btbcklg of the overall sttuctute Is the tesponsilAty of the building designer. For genetol guidance tegatding tabticolbn, quarry control storage, delvery, efectlon and btacing, consult 051-88 Quality Standard, 038-64 Bracing specification, and HIS-91 Handling tnstaSfng kgandBrocYecom-mm aHcn avalb ft obom btruss Plateksfltute, 583 D'OnohDtNa e, Mdbon, w153710. MiTek® 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2, Cut members to bear tightly against each other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q o joint and embed fully. Avoid knots and wane at joint locations. plates from outside edge of d s+' truss and vertical web, d a 4. Unless otherwise noted, locate chordssplicesP' 1/ 4cec, C o at panel length(* 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 MiTekm OfMRO,A/R 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 1 15. Care should be exercised in handling, 11101 TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP ' Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359841 DR1701AB D5 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:04 2003 Page 1 3.2-10 5.8.14 6-11-2 - 1 9-5-9 i 12.8-0 i 1 1-0.0 3-2-10 2.6-4 1-2.5 2-8-6 3-2.7 Scare • 1:23.2 44 = 4,24 F12 44 = 4 5 4xe = 4- 6 oo Fi2 d 7 2 Li lg 11 10 B 3.4 = e 2,4 II 3.4 = 2x4 II 3.4 = 3x4 = 3-2-10 5-8-14 6-11-2 9-5-9 12-8-0 r t t 3-2-10 2.6.4 1-2-5 2-6-6 3-2-7 Plate Offsets X( Y): 3:0-2-12,0-2-0]_(6:0-2-12,0-2-0] LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.03 9 >999 M1120 249/190 TCDL 7.0 • Lumber Increase 1.33 BC 0.26 Vert(TL) -0.04 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.02 7 n/a BCOL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 61 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-1 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=751/Mechanical, 2=821/0-8-0 Max Horz2=100(load case 4) Max Uplift7=482(load case 5), 2=-598(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1187, 3-12=-1076, 4-12=-1042, 4-5=-987, 5-6=-1074, 6-7=-1376 BOT CHORD 2-11=981, 10-11=984, 9-10=987, 8-9=1188, 7-8=1173 WEBS 3-11=41, 3-10=-4, 4-10=108, 5-9=156, 6-9=-246, 6-8=169 NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) 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 482 lb uplift at joint 7 and 598 lb uplift at joint 2. pi t7 6) Special hanger(s) or connection(s) required to support concentrated load(s) 30.71b down and 29.31b up at 3-2-10, 75.21b down and 87.51b up at 3-6-7. and 83.41b down and 146.81b up at 5-8-14, and 143.41b down and 146.81b up at 6-11-2 on top chord, and 1.21b up at 3-2-10,........., 10.51b down at 3-6-7, 26.71b down at 5-8-14, and 26.71b down at 6-11-2, and 100.01b down and 57.4Ib at 9-5-0 on bottom chord. •.. /. up ' ••'`Q+ .4 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. . ,•' • ik8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED * ; No 4 5161 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 STATE OFUniformLoads (plf) [Q (V Vert: 1-3=-74.0, 3-4=-74.0, 4-5=-74.0, 5-6=-74.0, 6-7=-74.0, 2-7=-20.0 Concentrated Loads O (O J M•`• lb) s Vert: 3=29.3 4=-83.4 5=-83.4 11=-9.3 10=-26.7 9=-26.7 8=-100.0 12=-15.2. L WN A WARNING - VerW design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ® Design valid tot use onN with Mfiek 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 iesponslbUlty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stablBty during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure It the responsibility of the building designer. For general guidance regarding fabrication, quollty control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, 0SB-80 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 693 D'Onofrlo Drive. Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches: Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. u 2. Cut members to bear tightly against each other. Q JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a; IXI Q O joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a ti truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at 114 length(+ 6" from ceCApaneladjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® e PANEL TM CLIP 6. Unless expressly noted, this design is not - appiicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 HMRO,A/R Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359842 DR1701AB E ROOF TRUSS 6 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:05 2003 Page 1 3-2-0 6.4-0 7.4-0 1-0-0 3-2-0 3-2-0 1-0-0 Scale • 1:14,2 4,e = 3 6.00 F12 4 2 LJ 5 Ig t 2.4 = 2.4 11 6 2.4 = 3.2-0 1 6-4-0 3.2-0 3.2-0 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) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(fL) -0.01 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=372/0-1-8.4=377/0-3-0 Max Horz 2=-66(load case 5) Max Uplift2=-221(load case 4), 4=-225(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-309, 3-4=-310, 4-5=17 BOT CHORD 2-6=274, 4-6=274 WEBS 3-6=61 NOTES (5-6) 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 mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift at joint 2 and 225 lb uplift at joint 4. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED n LOAD CASE(S) Standard No.45161 t0 =; STATE OF O R 12". r.wrr G`_ oNaL A WARNING - VtrW design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mllek connectors. this design h based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stabulty during construction is the iesponslblllty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-66 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlna and Bracing Recommendatlonavauable from Truss Plate Institute, 593 D'onofilo Drive, Madison, WI53719. Symbols Numbering System A -General Safety Notes PLATE LOCATION AND ORIENTATION , Failure to Follow Could Cause Property 44 t3/. *Center plate on joint' unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and 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 other. a:3. WEBS JS Place plates on each face of truss at each For 4 x 2 orientation, locate i joint and embed fully. Avoid knots and wane plates/8" from outside edge of a O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordssplicesp' 4cac, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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 dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTek Z6IIIPANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. . FORM018,019 Job Truss Truss Type City Ply STANDARD 1701 AB 14359843 DR1701AB EG ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:06 2003 Page 1 1-0-0 3.2-0 6-4-0 7-4-0 i 1 1 1 1.0-0 3-2-0 3-2-0 1-0-0 Scab • 1:14.2 4.6 = 3 6.00 F12 4 2 Li 5 I 1 2.411 6 2.4 = 2.4 = 3.2-0 64-0 3.2-0 3-2-0 LOADING (psi) SPACING 2-M CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.01 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deb = 360 Weight: 26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=374/0-3-0, 4=374/0-3-0 Max Horz2=-66(load case 5) Max Uplift2=-223(load case 4), 4=-223(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-304, 3-4=-304, 4-5=17 BOT CHORD 2-6=268, 4-6=268 WEBS 3-6=61 NOTES (6-7) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-" oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 2 and 223 lb uplift at joint 4. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED 7 LOAD CASE(S) Standard No. 4 5161 STATE OF lre' O R voll. SoAL A WARMNO - Ver(& design parameters and READ NOTES ONTffi8 AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design b based only upon parameters shown, and b for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure b 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 Spectflcatlon, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c] other. O , J5 cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - asjointV; and embed fully. Avoid knots and wane from outside edge oflattruss o_ 0L ' at joint locations. truss and vertical web. a d a o 4. Unless otherwise noted, locate chardsplices I/ 4 length(+ 6" from ce at panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility o WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber forsdead loaddeflection, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA rCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings ( supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, TM A PANEL erectionand installation of trusses. 1993 Mitek Holdings, Inc. P CLIP FORM018,019 fMRQ,A/R® Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359844 DR1701AB FG1 ROOF TRUSS 1 2 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:07 2003 Page 1 4-34 7-74 1 12-114___ - rIl 4-34 34-0 5.4-0 2.411 2x4 II 3.4 = 2x4 II 2.411 3.4 = 2.411 Scale ' 124.9 1 3.4 - 2 3 4 5 3x4 = 6 7 6 9 UJ Li ET 1:3 19 7 V3x4 = 2 - 2x4 II 3x4 = 44 16 15 14 13 12 3,4 = 11 10 2,4 II 2.4 II 615 = 2.4 II 2.411 4-34 4-g-8 7-7-4 12-114 i 4-34 0-04 3-3-12 5-4-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.04 13 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.05 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.04 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 205lb 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 'Except' BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 10-16 2 X 6 SYP No.2ND 6-M oc bracing: 18-19. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 20=-177/1-4-0, 10=1197/Mechanical, 18=3036/0-8-0 Max Horz20=79(load case 3) Max Uplift20=-177(load case 1). 10=-680(load case 3), 18=-1721(load case 3) Max Grav 20= 1 14(load case 3), 10=1197(load case 1). 18=3036(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-20=418, 1-2=786, 2-3=786, 3-4=786, 4-5=-109, 5-6=-830, 6-7=-830, 7-8=-830, 8-9=-83, 9-10=-408 BOT CHORD 15-16=0. 14-15=109, 13-14=109, 12-13=830, 11-12=83, 10-11=83, 19-20=126, 18-19=-786, 17-18=253 WEBS 6-13=-492, 15-17=998, 4-17=662, 3-18=-880, 4-18=-1723, 2-19=197. 1-19=-1199. 5-14=-1179, 5-13=2196, 7-12=-571, 8-11=-962, 8-12=1336 NOTES (7-8) 1) 2-ply truss to be connected together with 1 Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-8-0 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 ; end vertical left exposed;Lumber DOL=1.33 plate grip DOL=1.33. ` G I7LlQ 3) Provide adequate drainage to prevent water ponding. .•' F ., 4) Refer to girder(s) for truss to truss connections. ' '` q •. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 20, 680 lb uplift at joint 10 and 1721 lb uplift at joint 18. I 6) Special hanger(s) or connection(s) required to support concentrated load(s) 1604.Olb down and 920.O1b up at 7-5-0 on bottom chord. •' 10 4.5161Designforunspecifiedconnection(s) is delegated to the building designer. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED pt AA t / TC OFO .! L LOAD CASE(S) Standard ((• • t O R O.'• l r.e..•••- V- 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Sys Uniform Loads (plo S JUA1Vert: 1-9=-172.9, 10-16=-20.0, 17-20=-20.0 f L Concentrated Loads (lb) Vert: 13=-1604.0 A WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE SEFORE USE. ® Design valid tot use only with MlTek connectors. this design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responslblIfty of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web membets only. Additional temporary bracing to Insure stability during construction Is the tesponsibllity of the erector. Additional permanent bNcing of the overall structure Is the tesponslblilty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuff QST-8B Quality Standard, 0SB-89 Bracing Specftotlan, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION , Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are•in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and seat. building designer, erection supervisor, property securely J2 J3 J4 TOP CHORDS owner and all other interested parties.. T c2 a 2. Cut members to bear tightly against each other. For WEBS 3. Place plates on each face of truss at each 4 x 2 orientation, locate i U a , J Qjoint O and embed fully. Avoid knots and wane at joint locations. plates/e" from outside edge of of truss and vertical web. a 4. Unless splices Iotherwise noted, locate chordsP/4 oatpanel length(* 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating 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 O continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018, 019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/ FHA ICBO SBCCI WISC/ DILHR 86- 93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040- N, 930013-N, 910080-N MiTek® OfMRO, A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359845 DR1701AB FG2 ROOF TRUSS 1 2 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:08 2003 Page 1 i 3-4-0 6-10-8 3.4-0 3-" 2.4 II 4,6 = 1 44 = 2.4 II 2 2x4 11 3 W II 2x4 2.4 II x4 11 LA 2.4 11 5 2x4 11 4 2x4 II M 3-4-0 1 6-10-8 M LOADING (psf) SPACING 2-M CSI DEFL in loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) 0.00 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 159 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-M oc puriins, 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 'Except' 1-6 2 X 4 SYP No.2D. 3-4 2 X 4 SYP No.20 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=651/0-4-0. 4=651 /Mechanical Max Horz6=243(load case 3) Max Uplift6=-379(load case 2), 4=464(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-019, 1-2=-202, 2-3=-202, 3-4=-617 BOT CHORD 5-6=0, 4-5=0 WEBS 1-5=392, 2-5=-585, 3-5=375 NOTES (9-10) 1) 2-ply truss to be connected together with 1 Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) 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 exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-M oc. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 6 and 464 lb uplift at joi 4. 8) Girder carries tie-in span(s): 6-8-0 from 0-" to 6-8-0 -TJ 9) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-177.8, 4-6=-20.0 Scale " 1:3 p 1 Bu IN No. 4.5161 STATE OF 1 QRMt/. AWARNING - Vsryy design pammstsrs and READ NOTES ON TBTS AND REVERSE SIDE BEFORE USE. NilDesignvalidlotuseonlywithMITekconnectors. This design Isbased only upon parameters shown, and Is to IndividualanInddualbuWingcomponenttobe installed and looded vertically. Applicability of design parameters and proper Incotpotatbn of component It tesponslblilly of building designer - not truss designet. Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslbllBy of the erector. Additional permanent btacing of the overall shuctute is the iesponslbplty of the building designer. For general guidance tegaiding fobtlaotlan, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-80 Bracing Specification, and HIB-91 MiTek® Handling Irutalllnq and Bracing Recommendation available from Truss Plate institute, 593 D'Onoftla Drive. Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 C3 other. o WEBS J5 Cr3. Place plates on each face of truss at each For 4 x 2 orientation, locate a Q joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o a at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from u C, u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of. connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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, Jill PANEL TM erection and Installation of trusses. 1993 Mitek Holdings, Inc. , CLIP FORM018,019 oAHo-w.oit ® HMRO,AZR 0 r 1 Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359846 DR1701AB J ROOF TRUSS 20 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:08 2003 Page 1 t-0-0 1 7-0-0 - _-- t -0-0 7-" 3 Scab • 1:20.3 6.00 12 2 4 2R4 = 7-0-0 7-" LOADING(psf) SPACING 2-" CSI DEFL in floc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.29 1 >58 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: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=233/Mechanical, 2=425/0-8-0, 4=66/Mechanical Max Horz2=265(load case 5) Max Uplift3=-276(load case 5), 2=-163(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35. 2-3=87 BOT CHORD 2-4=0 NOTES (4-5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partial ly;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 276 lb uplift at joint 3 and 163 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard j/ ir, 13 f' t : No. 4.5161 STATE OF r R10'' r.M I ANAL A WARMNO - Ver j fy design parameters and READ NOTES ON THUS AND REVZRSC 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 b for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction b the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding lobrlaatlan, quality control, storage, delivery, erection and bracing, consult QST-811 Quality Standard, DSB•89 Bracing Specification, and MIS-91 MiTek® Handling Installlnq and Bracing Recommendation ovaUabie from Truss Plate Institute, 593 D'Onotrb Drive, Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION ' failure to Follow Could Cause Property t 3/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property All k J2 J3 J4 TOP CHORDS owner and all other interested parties., T c: c3 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 i Q o joint and embed fully. Avoid knots and wane at joint locations. plates/8" from outside edge of a truss and vertical web. a 4. Unless otherwise noted, locate chords licesPI/ 4ceC, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication. For tabular plating format refer to the Mrtek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40 11 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 Indicates location of joints at which bearings (supports) occur. FORM016,019 WISC/DILHR 870040-N, 930013-N, 910080-N U llllll MiTek HMRO,A/R O TM PANEL CLIP i 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 STANDARD 1701 AB 14359847 DR1701AB JB ROOFTRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:09 2003 Page 1 100 4-0-14 3 1-0-0 4-0-14 Scale • 1:12.7 6 00 F12 2 1 4 2.4 - 4-0-14 4-0-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.05 Vert(TL) -0.05 1 >365 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: 15lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-0-14 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=116/Mechanical, 2=296/0-8-0, 4=37/Mechanical Max Horz2=160(load case 5) Max Uplift3=-154(load case 5), 2=-146(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=43 BOT CHORD 2-4=0 NOTES (4-5) 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 capable of withstanding 154 lb uplift at joint 3 and 146 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard i3 jQ p, t : No. 4 5161 ,k STATE OF t0RJoao' ANAL A WARMNO - VerM design parameter* and READ NOTES ON TI M AND RE VERSE SIDE BEFORE E18E. 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 stablilty during construction Is the responsibility of the erector. Additional permanent br1scing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quonty contro4 storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectflcation, and HIB-91 Handling Installing and Bracing Recommendatlon 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 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. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 73 other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U a:jointv ; ' ; and embed fully. Avoid knots and wane plates/8" from outside edge of o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP at /4 length(+ 6" fromcaVpanel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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 FORM016,O1V a w0-rolu ® Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359848 DR1701AB J132 ROOFTRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:10 2003 Page 1 1-0-0 3-7-4 1.0-0 3-7.4 Scale • 1:11.6 6,00 12 2 1 4 2.4 = 3-7-0 3.7.4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.16 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) -0.03 1 >581 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-7-4 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=96/Mechanical, 2=277/0-8-0, 4=32/Mechanical Max Horz2=142(load case 5) Max Uplift3=-134(load case 5), 2=-145(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=36 BOT CHORD 2-4=0 NOTES (4-5) 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 capable of withstanding 134 lb uplift at joint 3 and 145 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard pDtr/ iFf a No. 4 5161 STATEO'• 0 R Mar•'` AWARMNO - verify design para nstm and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid tot use only with MiTek connectors. This design Is based only upon parameter shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponsiblilty of building designer - not truss deslgnei. Bracing shown Is for lateral support of Individual web member only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structute Is the responsibility of the building designer. For general guidance regarding tabricatlon, quality control• storage, dellveiy, erection and bracing, consult QST-88 Quality Standard. 056-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available Irom Truss Plate institute, 583 D'Onofilo Drive. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions.are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C7 C] other. o WEBSQ 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ,Qvk ; ' ;o_ AC6 joint and embed fully. Avoid knots and wane olc from outside edge ofplattruss d at joint locations. truss and vertical web. a d a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from C, 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 LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 ' continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek®• engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMOI8, 019 NMRO,AZR ® - - Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359849 CLR1701AB JB3 ROOFTRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:11 2003 Page 1 t-0-0 3-5.6 1-0-0 3-5.6 Scab • 1:11.3 6.00 Fl2 2 1 A 2,4 = 3.5.6 3-5-6 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) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) -0.02 1 >690 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: 13lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=89/Mechanical, 2=271/0-8-0, 4=31/Mechanical Max Horz 2= 1 37(load case 5) Max Uplift3=-127(load case 5), 2=-145(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=33 BOT CHORD 2-4=0 NOTES (4-5) 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 capable of withstanding 127 lb uplift at joint 3 and 145 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001. BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard p,E 3U4 No. 4 5161 0% ;STATE OF 0RIo'' A WARNING - VerM &sign paranwtert and READ NOTES ON TMS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and B for on Individual building component to be Installed and loaded vertically. AppilcobWty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of IndNlual web members only. Additional temporary bracing to Insure stability duiing construction is the responsblllfy of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-8a Quality Standard, 058.89 Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Recommendatlonovallable from Truss Plate Institute, 693 D'Onotrlo Drive. Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 rd-t'i4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachczc other, VYEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate+'ONQQjointandembedfully. Avoid knots and wane plates/a" from outside edge of a at joint locations. truss and vertical web, o a o 4. Unless otherwise noted, locate chords lacesP at length(+ 6" fromcuC, panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4010 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek®• FORM019,019 PANEL TM CLIP fMRO,A/R ® . 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10' ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359850 DR1701AB JG ROOFTRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:12 2003 Page 1 2.2-8 7-" 2-2-8 4-9-8 scale • 1:11 e axe = zx4 11 Z e.ao rz r 3xro a 46 _ 6 5 7 9 4 30 = 2-2-8 7-" 2-2-8 4.9-8 Plate Offsets (X,YY _'2:0-6-4,0-2-01 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.07 4-5 >999 M1120 249/190 TCDL 7.0 • Lumber Increase 1.33 BC 0.97 Vert(TL) -0.10 4-5 >794 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-13 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=1321/0.", 4=1112/Mechanical Max Horz 1=78(load case 4) Max Upliftl=-773(load case 4), 4=-619(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2179, 2-3=0, 3-4=-172 BOT CHORD 1-6=1870, 5-0=1870, 5-7=2049, 7-8=2049, 4-8=2049 WEBS 2-5=1325, 2-4=-2102 NOTES (6-7) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 773 lb uplift at joint 1 and 619 lb uplift at joint 4. i5r f5) Special hanger(s) or connection(s) required to support concentrated load(s) 11.71b down and 18.61b up at 2-2-8 on top chord, and 731.11b ^ iCG [7 down and 492.51b up at 1-12, S.OIb up at 2-2 8, and 556.71b down and 295.31b up at 3-12, and 556.71b down and 295.31b up at ` U4 jl 5.4-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. _* .• l le.. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. '`Q 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001. BASED ON PARAMETERS INDICATED LOADCASE(S) Standard `' f i0 4 j, • 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo 'C3 ' * C Vert: 1-2=-74.0, 2-3=-74.0, 1-0=-20.0 '. STATE OF t Concentrated Loads (lb) 0 ; Vert: 2=18.6 5=5.0 6=-731.1 7=-556.7 8=-556.7 •. 0 R I'D ss NA1.• A WARNING - VerVy deefyn parasneteR and READ NOTES oN rws AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectofs. This design b 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 It for Watol support of individual web members only. Additional temporary broclng to Insure stability during construction is the responsibility of the erector. Additional permanent brbclnp of the oveta8 structure Is the tesponsiblIlty of the building designer. For general guidance regarding fabrication, quality control, storage, deRvery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation avaltoble from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicate.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 e J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c 2, Cut members to bear tightly against each other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q joint and embed fully. Avoid knots and wane plates I/e" from outside edge of a y o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices I/ 4 CZC, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in 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 MlTek/ Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E 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 plafing 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, 0$ 00 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 BEARINGothers unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 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 erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. , CLIP FORMO1B4O19 OcurO-fuA l ® HMRO—AIRO a Job Truss Truss Type Oty, Ply STANDARD 1701 AB 14359851 D-R1701AB K ROOF TRUSS 6 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:12 2003 Page 1 1.0-0 I 5-0-0 _ 1-0-0 5-0-0 3 Scab • 1:15.7 6.00 FI2 2 4 2.4 = 5-0-0 { 5-0-0 LOADING (psf) SPACING 2-M CST DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.09 1 >177 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: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-M oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=336/0-8-0, 4=46/Mechanical Max Horz2=193(load case 5) Max Uplift3=-193(load case 5), 2=-150(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=58 BOT CHORD 24=0 NOTES (4-5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; parlially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 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. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard p,E B Q l No. 4 5161 STATE OF ssi .,o !° NA1. A WARMNO - Ver-W design parameters and READ NOTES ON THIS AND RE VLRSE SIDE BEFORE UM. 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 pfoper Incorporation of component is responsibility of building designer - not truss designef. Bracing shown h for btefal support of Individual web members only. Additional temporary bracing to Insufe stability during construction is the responsibility of the elector. Additional permanent brbclnp of the overall structure is the responsibility of the building designer. For general guidance fegarding fab•batbn, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DS8.89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 1'i4 * Center plate on joint unless dimensions indicate'otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ F 0 For 4 x 2 orientation, locate 0 v plates I/e" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10' ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 Nrva0,41R Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359852 DJR1701AB L ROOF TRUSS 6 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:13 2003 Page 1 1-0-0 3-0-0 1-0-0 3-" Scale • 1:10.3 6.00 12 2 t 4 7.4 = 3-" 3-" LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1 >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-M oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=254/0-8-0, 4=26/Mechanical Max Horz 2= 121 (load case 5) Max Uplift3=-108(load case 5), 2=-145(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-62 BOT CHORD 2-4=0 NOTES (4-5) 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 capable of withstanding 108 lb uplift at joint 3 and 145 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard p,E B jQ No. 4.5161 STATE OF t ss%oo NAL AWARMNO - VerW 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 tnsure stoloWly during construction Is the responsibiilty of the erector. Additional permanent btbclng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consulf QST-88 Quality Standard, DSO.89 Bracing Spsclflcatlon, and HIS-91 MiTek® Handling Installing and tracing RecommendallonovaO883 ablefromTrussPlateInstitute, 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. A„y 0 O For 4 x 2 orientation, locate v plates 1 /8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead toad deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 4 X 4 The first dimension is the width 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 ofBEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stocks of construction materials, Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek®• engineer. 15. Care should be exercised In handling, T~ erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM016,019 on uo-w.otL HYDRO,,&/R®. _ Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359853 DR1701AB M ROOF TRUSS 7 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:14 2003 Page 1 3 1-0-0 1-0-0 1 0 1-0-0 Scale • 1:5.9 9.00 FIT 2 1 4 1-0-0 2.4 = 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 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-M oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=179/0-8-0, 4=9/Mechanical Max Horz2=64(load case 4) Max Uplift3=-27(load case 5). 2=-144(load case 4) Max Grav3=33(load case 4), 2=179(load case 1). 4=9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-43 BOT CHORD 2-4=0 NOTES (4-5) 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 27 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard pp No, 4.5161 Yo ' `ti • 'CC STATE OF 0 R tQ:`' ss%-L AWARNINO - Verjfy design pa ametersr. and READ Naas oNTws AND REV6R.4E BIDE BEFORE Us6. 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. AppBcob®ty of design parameters and proper Incorporation of component is tesponsiblilty 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 erectot. Additional permanent btbctnq of the overall structure is the responslbBlfy of the building designer. For general guidance regarding fabrication, quaAty control storage, deBvery, erection and bracing, consult OST-88 Quality Standard, 0SB-B9 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 11/1 *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 eachCF other. o WEBS J5 a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a QvK ; ' ; joint and embed fully. Avoid knots and wane plates from outside edge of o_ d at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices 1/ 4 length(* 6" from atpaneladjacent 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 Mliek/ Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of dead WEBSARENUMBEREDFROMLEFTTORIGHT. practice is to camber for load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek®• 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 MRO:Ia ® job Truss Truss Type Qty Ply STANDARD 1701 AB 14359854 DR1701AB M1 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:15 2003 Page 1 2 Scale • 1:5.9 9.90 Fi2 1 3 1-0-0 2.4 _ LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 ' Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 3lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-M oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=43/0-8-0, 2=34/Mechanical, 3=9/Mechanical Max Horz 1=38(load case 5) Max Upliftl=-14(load case 5), 2=41(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 1-3=0 NOTES (4-5) 1) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ff: 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 14 lb uplift at joint 1 and 41 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001. BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard iF- 13pj No. 4 5161 STATE OF oR co, NA1. A WARNING - Vermy design parameters, and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. this design Is based only upon parameters shown, and Is tot an Individual building component to be installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is respons8210ty or building designer - not truss designer. Btoclng shown Is for bteral support of kWNltlual web membets only. Additional tempotary brocing to lrnuie stability during consliuctbn Is the tesponslblilty of the etector. Additional petmonent brbckp of the overall structure Is the responsIbOy of the building detlgner. For genetal guidance regarding fobticatbn, quality control, storage, delivery, election and bracing. consull OST-98 Quality Standard, DSB•89 Bracing Specification, and NIB -ill Mondting Installing and Bracing Recommendation available Itom Truss Plate Institute, 593 D'Onohb olive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint uriless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,•• For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS c: Q WEBS J5 o_ o o a O U a ce u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. MRek/Gang-NallJolnt/Plate Placement Chart. 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 40,10 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. Mi! MiTek® TM PANEL CLIP FORM01 B.019 HMRO-AIR 0 , 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 STANDARD 1701 AB 14359855 DR1701AB S ROOFTRUSS 3 1 optional) CCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 12:02:51 2003 Page 1 1-5-0 5-2.5 9-10-13 1-5-0 5-2.5 4.8.7 110 2 lyswe 4.24 F12 3.4 a 3 2 n e QyAel 1 72.4 II B 5 3.4 - 2.4 - 5-2-5 9-10-13 5-2-5 4.8.7 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 42 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 8-8-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=310/Mechanical, 2=513/0-11-5, 5=425/Mechanical Max Horz2=325(load case 2) Max Uplift4=-323(load case 5), 2=-245(load case 2), 5=-177(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-8=29, 2-8=29, 2-3=-931, 3-4=76 BOT CHORD 2-7=850, 6-7=850, 5-6=0 WEBS 3-7=167.3-6=-927 NOTES (4-5) 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 capable of withstanding 323 lb uplift at joint 4, 245 lb uplift at joint 2 and 177 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOADCASE(S) Standard iF- 113p 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) l04Vert: 1-8=-74.0 ': •yLP '"' Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-182.3, 2=-1.7-to-5=-49.5 No. 4 5161 STATE OF of O 410.'+' A WARMNO - VerW design pammletersr and READ NOTES oNTffiS AND REVERSE SIDE BEFORE USE. Design valid tot use only with Welt connectors. Thb design Is based only upon parameten shown, and Is for on Individual building component to be Installed and boded verlically. AppgcobMty of design parameters and ptopet Incorporation of component Is iesponsibmty of building designer - not truss designer. Bracing shown Is for btetal support of Individual web members only. Additional temporary btocing to Insute dobmty during condiuctbn b the responsibility of the etectot. Addllbrol permanent bfbcfng of the oveol structure Is the responsmStty of the buSdh g designer. rot genetal guidance regotdtrq labrbatbn, quattly control storage, deBvery, election and biochg, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 893 D'Onohb Dtive, Modbon, 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. T 0 a: 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MfTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA 1•CB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek®• AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 ID Of MR0,41N Job Truss Truss Type oty Ply STANDARD 1701 AB 14359856 DEZ1701AB S3 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:17 2003 Page 1 3-1.8 2 3-1.8 Scab • 1:8 5 4.24 F12 1 3 2•ti— 3-1-8 3-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.05 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D 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-M oc bracing. REACTIONS (lb/size) 1=41/0-11-5, 2=55/Mechanical, 3=15/Mechanical Max Horz 1=31(load case 3) Max Uplifts=-9(load case 3), 2=-52(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15 BOT CHORD 1-3=0 NOTES (4-5) 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 capable of withstanding 9 lb uplift at joint 1 and 52 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman. PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Trapezoidal Loads (plo Vert: 1=-6.3-to-2=-57.8, 1=-1.7-to-3=-15.6 yt : No. 4 5161 ' k d STATE OF S 01VAL A WARNING - Ver(& design paranwters and READ NOTES oNTHIS AND REVERSO SIDE BEFORE USE. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Inslarred and loaded vertically. Applicability of dedgn parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members onty. Additional temporary bracing to Insure stability during construction Is the tesponslblllty of the erectot. Additional permanent bibcing of the overall structure It the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing RecommendatlonavaBable from Truss file institute, 583 D'Onofrlo Drive, Madison, Wl53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION' Failure to Follow Could Cause Property 13114 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against eachc2 other. 0 a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate a O joint and embed fully. Avoid knots and wane from outside edge of d at joint locations. truss atrussandd vertical web. a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from C8C, C. panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek®• TM PANEL CLIP FORM018, 019 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. 0 ,_ Job Truss Truss Type Oty Ply STANDARD 1701 AB 14359857 DR1701AB SB1 ROOFTRUSS 2 1 optional) HCCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:17 2003 Page 1 1-1-0 _ 5-4.151 1-1-0 5.4.15 J Scab • 1:15.6 5,54 12 2 5 1 4 2.4 = 5.4-15 5-4.15 LOADING (psi) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >230 BCLL 0.0 Rep Stress Incr NO 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: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=157/Mechanical, 2=221/0-8-11, 4=47/Mechanical Max Horz 2=129(load case 5) Max Uplift3=-187(load case 5). 2=-71(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-5=27, 2-5=27, 2-3=49 BOT CHORD 2-4=0 NOTES (4-5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCD L=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 187 lb uplift at joint 3 and 71 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) p Vert:1-5=-74.0 *_\pi 13 Trapezoidal Loads (plf) w\Y Vert: 5=0.0-to-3=-100.1, 2=-1.7-to-4=-27.1 ••`Q l F / j t : 10.4516 STATE OF00 sS oNaL A WARMNO - Ver{fy design parameters and READ !VOTES ON THJS AND RETrrERSE 87DE BEFORE USE. Design valid for use only with MITek connectors. This design Is based onty upon parameters shown, and Is for an indivlaual 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 bNcing of the overall structure Is the responsibility of the building designer. for general guidance regarding lobrlcatbn, 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. 593 D'Onofrla Drive, Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION ' Failure to Follow Could Cause Property 3/. * 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 other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a cc joint and embed fully. Avoid knots and wane plates /a" from outside edge of L) O at joint locations. truss and vertical web, 0 a o 4. Unless otherwise noted, locate chord p I14at panel length(* 6" from adjacent joint.) c° C, u 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 M[Tek/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 an design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTek®• 15. Care should be exercised In handling, illlliiiiiiiiii® PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,010 HMRO-AFR0 4 n Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359858 D—R1701AB SB2 ROOFTRUSS 1 1 optional) CCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:18 2003 Page 1 1-1-0 3-5-13 i 1 1-1-0 3-5-13 Scale • 1:10.7 5.54 r12 2 5 1 d C>< 1 — 3-573 _ l 3-5-13 LOADING (psf) SPACING 2-M CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.03 1 >511 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: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=45/Mechanical, 2=161/0-8-11, 4=19/Mechanical Max Horz2=54(load case 5) Max Uplift31=-69(load case 5), 2=-85(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-5=27, 2-5=27, 2-3=-30 BOT CHORD 2-4=0 NOTES (4-5) 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 capable of withstanding 69 lb uplift at joint 3 and 85 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5=-74.0 i Trapezoidal Loads (plo Vert: 5=-0.0-to-3=-64.4, 2=-1.7-to-4=-17.4 :`Q, ; t : No.45161 4C hSTATE OF ASS•.. O R 10•.•'` ANAL A WARNING - Veryy design part meters and READ NOTES ON 7117S AND REVERSE SIDE BEPORE 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 iesponsibMy of building designer - not truss deslgnet. Bracing shown Is tot lateral support of individual web members only. Additional temporary bracing to Insure stability duiing construction Is the tesponslblllty of the erector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. For general guidance tegoiding tabrkatbn, quality control storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftb Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c3 other. 0 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 from outside edge of o_ d ' at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at I/4 length(* 6" from ca 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 MlTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, 4eunlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek®• engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 NMRO,AIR ® 6 .' Job Truss Truss Type Qty Ply STANDARD 1701 AB 14359859 N711701AB S62A ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 13 11:58:19 2003 Page 1 3-1-13 3-1-13 Swla • 1:10.7 5.54 12 t 3 2,4 — 3-1-13 i 3-1-13 LOADING (psi) SPACING 2-" CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deFl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 1=51/0-1-8, 2=69/Mechanical, 3=19/Mechanical Max Harz 1=51(load case 5) Max Upliftl=-5(load case 5), 2=-74(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24 BOT CHORD 1-3=0 NOTES (5-6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCD L=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 at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 74 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 1 Trapezoidal Loads (plf) It [7 Vert: 1=-7.5-to-2= 64.5, 1=-2.0-to-3=-17.4 1 lQ4G`,. . fy No.45161 STATE ANAL +` AwARmNo - VerW design pa.mmeters and RLAD Nams ONTH73 AND RevERse sma inniRe use. Design valid rot use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and boded vertically. AppBcablBty of design parameters and proper Incorporation of component is tesponslbSBy of building designer •riot truss designet. Bracing shown is for lateral support of Individual web members only. Additional tempotaty bracing to Insure stability duiing construction is the responsibility of the erector. AddRbnat permanent bracing of the ovetall structure is the iesponslbSBy of the building designer. For general guidance regarding fabrication, quallty control. storage, delivery, erection and broctng, consuB OST-88 Quality Standard, DSB-89 Bracing Speelflcatlon, and HIS-91 Handling Instolllno and Bracing Recommendation ovo0oble from Truss Plate Institute, 593 D'Onohb Drive, Madison, W153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MtTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. 001, - BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® 0 a: 0 U a 0 TM PANEL CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at'/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. FORM016,019 c I c I 16 12-4-0 il 4 13-4-0 14-4-0 o I o 1 N___ ZT L K I A7 A9 A11 0 I A13 u A15 ABl AB2 AB3 AB4 AB5 AB6 AB7 B B21 B19 B17 B15 B13 Bll B9 14— —0 C C 12-8— D D 19-1— E I!I K o o ii ii Np. L E) ill IFnr M i iil E i E• 6-4-0 o 00 0 I 0 1 In VIP F M I M 0: ALL BEARING WALLS TO BE PLACED `k L HUS26 I C TI ( E REVIEW ALL SPAN DIMENSIONS— )3RG. WALLS PRIOR TO SETTING TRUSSES. 10. d HGUS26-2 ;ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING._ — I d SPC.HGR SIGNED APPROVAL: X I JOB NUMBER:DR1701AB DATE: 12-18-02 PITCH: s LOAD:SHINGLES CCU SPAN CUSTOMER: DR HORTON 6. H: 12" A7-321-14:\BY: T.H JOB NAME: STANDARD 1701 ELEV. AB BRG: BLOCK 0 I I 0 0 I 0 I v PLOT PLAN DESCRIPTION: A' f PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN 'AT THE NORTHEAST CORNER OF LOT 44, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN N89'27'49"W A DISTANCE OF 125.58 FEET; THENCE N00'42'26"E A DISTANCE OF 50.00 FEET; THENCE RUN S89'27'49"E A DISTANCE OF 125.18 FEET; THENCE S00'14'45"W A DISTANCE OF •50.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.14 ACRES t. 11 L1 > 03 wI j0zio1 U2IZy I O Q U Q1 n 0I 125.18' Q o I N -- -—_ U I O N W:•;..L; W 0 W I • '.Y. ' 1 , HI in el O r- i I M1.3' o Z .,. O O IZI I 25.5' 589'21.24"w o Poe 2s.00 - — r 125.58' BUILDING SETBACKS ' FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. LOT 33 CONTAINS 6269 SQUARE FEET t THIS STRUCTURE CONTAINS 2132 SQUARE FEET t TOTAL CONCRETE 658 SO. FT. i TOTAL SOD 3479 SO. FT. t LOT 32 S89'27'49"IE li a 53.3' Y i PROPOSED w 1701 A &B p FINISHED FLOOR oELEVATION-35.0 u 62.33' 7.0 Q 3 CD LAJ m Ulp Q a M O U Z O Q Lj I O In 7.o J a O ~ 00 N89-27'49"W LOT 44 BAKERS CROSSING, PH 1 PLAT BOOK 60, PAGE 27-29 THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN BOTi AREA WITHIN 100 YEAR FLOOD PAIN AND E41 AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 33 AS BEING N89'27'49" W PER PLAT. FIELD DATE SCALE: I" = 30 FEET APPROVED BY: WRM JOB NO. ASM40436 DRAWN BY: REVISED: LEGEND BUILDING SETBACK LINE MLW CENTERLINE POO RIGHT OF WAY LINE POL PCC PROPOSED ELEVATION pOC PROPOSED DRAINAGE FLOW ORPD CONCRETE 6 L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT pi PCP PERMANENT CONTROL POINT PRC IP) . PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBw C/W CONCRETE WALK RP S/w SIDEWALK R CP CONCRETE PAD CS PB PLAT BOOK C PGS PAGES R/w NG NATURAL GRADE ORB SO. FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA PLOT PLAN 4-28-03 JML 32801- (407) 426-7979 1"= 30' GRAPHIC SCALE 0 15 30 POINT OF BEGINNING NORTHEAST CORNER OF LOT 44. BAKERS CROSSING PHASE 1. PLAT BOOK 60 PAGES 27-29 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE DLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID MTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. D5 -01-03 FOR THE FIRM WILLIAM R. M Sc JR. P M// 28 DATE I I OPENING HEIGHT NOT OVER DOOR HEIGHT) 2 2' GALV. STEEL. HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 3/4- X 1-1/2' X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE. 13 GAGE GAL.V. STEEL TRACK SPU M OR FLAG BRACKET. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- LAG SCREWS 2' 18 GA. GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735 --, OPTIONAL SSB cuss LIGHTS 18 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER I I mrn 1 r WITH 2 FASTENERS. 4 STRUTS, 3' 20GA WIDE SEE DETAIL A) r- E4 9 2' ROLLER WITH 7/16' DIA STEM. TIRE: STEEL 7 BALL OR NYLON. GALV. STEEL END HINGE ATTACHED WITH 4 FASTENERS. TT 14 GAGE - FOR IS' WIDE DOORS 18 GAGE - FOR 9' WIDE DOORS IS' (DOUBLE K E10 4' X 16' AIR VENTS. (4) REO'D. 120 SO. DL MIN. OPEN AREA OPTIONAL 54-(16' I X 7-)GALVANIZED STEEL STRUT. 115' ATTACHED WITH 1/4- X 3/4- 63 LONG HEX HEAD SELF _T r 42((IGH DRILLING SCREWS. 98,XX77-) H9-1 PANEL 21 • L-2'/( 2 PER VERTICAL STILE) ® 3' GALV. AND 2 PREPANTED STEEL I 26 GAGE ALL MODELS II B EXCEPT 24 GAGE — 2 73' 5- 9' X 7' (2 BRACKETS) MODEL 750 16' X 7' (3 BRACKETS) Q 1-3/8' POLYSTYRENE INSULATION DETAIL A DETAIL B OPTIONAL FOR MOD. 724 AND 730 3' 20GA WIDE STRUT 2' 22GA STRUT 20 GAGE ENO STILES - FASTENED WITH 3 GAGE GALV. STEEL BOTTOM BRACKET / TOG-L-lOCS TO PANEL FOR DOORS ATTACKED WITH 2 FASTENERS 4 STRUTS JLARGERTHAN9' X 7' USE END CAA OVER END SIRES. (SEE DETAIL C) BB07TTOS OMRCEW CAN BE ABOVE OR 2' 22GA SEE DETAIL B) SECTION B- 16 FT. WIDE DOOR 10 GAGE GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS. ( 3 PER SIDE). SEE ABOVE FOR SPACING. 9 FT. WIDE DOOR 13 GAGE GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS ( 2 PER SIDE). SEE ABOVE FOR SPACING. PREPARATION OF JAMBS BY OTHERS. SECTION A — A LAG SCREW - 5/16' X 1-1/2' 20 GAGE GALV. STEEL CENTER STILE TOG-L- LOC OR POP RIVETED TO PANEL 18 GAGE GALV. STEEL CENTER HUM FASTENED WITH ( 4) 1/4- X 1/2- HEX HEAD SHEET METAL SCREWS 20 GAGE END Sn ES 20 GAGE END CAP • 16'x7' NOTE ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE ( 2422 1/4--20 X 5/6' HEX BOLTS R NUTS OR - 1/4' X 1/2' LONG HEX HEAD SHEET METAL = K:` " H 2413 ol WILLIAil T. LINC P.E=_ F 15491 Comm ttg Shdural Engineer :; I. E 1549 DOORS SHOWNONTHISDRAWINGHAVEBEENDEMONSTRATEDTOWITHSTANDTHEPRESSURES ... _. PITCH > I0'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS 110 MPH. EXPOSURE 'B'. U Clermort. FI 34711 u I " a 30' ROOF HEIGHT. ROOF PITCH > I0', 2' OF DOOR DO END ZONE. (352) 242. 0100 ,.: ' ' C 1377 AN ARCHITECT OR STRUCTURAL DXM: R MUST DETERMINE IF THE DOOR IS SUITABLE FOR B 1373 DOORRS MALLLEER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS. A 133.6 GIVEN THE SAME CONDITIONS THE INCREASE IN DOOR STRENGTH 5 GREATER THAN THE O NOTE. GLAZING DEBRIS RDOUIREOES ]IEHTSTF P REV. E. C.N. im INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER m c r rc rs rA•>• scr c' s: rs1 1tQ> rr.,c r r• s:.sue Nri. DETAIL C ALTERNATE USING ( 2) CENTER CENTER STILES MINCES) Ett 3 COLUMNS) B ALTERNATE USING (( 2 SSTTRUTS NSTRUCTION e OPTIONAL LOCK I 10 (SINGLE CAR) CENTER STILES AND MING 4' X IS' AIR VENTS. (2) REO'D. (1 COLUMN 60 SO. IN. MIN. OPEN AREA <0> OPTIONAL ID 'OR IMR P.O. BOX 13858 M 3 501) 562- 1872 3/5/ 02 KDD 1/25/ 02 2/9/ 00 MODELS: 724. 426. 730, 735. 750. 550 5/14/96 DWG. WAS TOLERANCE o 31. o s AM. * r NONE I PART NAME: FOR SBC 110' MPH. FBC 110 MPH XPOSUR "BOI NEXT LEVEL DATE: DWG. NO. 1 11-19-93 99-8-032 PLOT=1SCALE D BH SHT 1 OF 3 11 18 94 R1E) 11/02/94) RLB) 3/3/94 DATE: APPROV.SCAL 4 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2' LAG SCREWS -- 22* GTAL K STEEL 18GA 9 )I8 10'X8816GA16'X8', 18 IS-xBj BOLTED TO TRACK WITH 1/ BRACKETS 5/8' TRACK BOLTS. 2 OPENIN : HEIGHT DOOROVEREIGHT) m II 3/4' X 1-1/2' X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE. FOR 16' t 16• X 2' GALV. STEEL HORIZONTAL DRUM TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR 1® 42'(1817') 48'(t8'X8'.16'X8'. t O'X8',97L8 21'(1 B'X77 24'(18'XB'. 16'X87 15. 1 1/4' X 1/2' LONG CARRIAGE BOLT t NUT xfr. Is' xr 3%' USE SF] f DETAIL D 20 GAGE END 20 GAGE END CAP X7.) 4 1® g O4 INS ULATIONNSTYRENE STANDARD FOR DETAIL C MODEL 535. C 9' X 8' N2 10' X 8' (2 BRACKETS) I LH. O 16' X 8'. IS' X 7' t 18' X 8' (4 BRACKETS) 20 CAGE END STILES - FASTENED WITH TOG- L-LOTS TO PANEL FOR DOORS OVER EN STILES. ( SEE DEEND CATAIL T 19- 1/ 2% 21' OR 24' HIGH PANEL GALV. AND 2' PREPAINTED STEEL 26 GAGE ALL MODELS EXCEPT 7 24 GAGE MODEL 750 DOORS 16' X 8'. IS' X r 8 I S' X 8'. USE 5tA SCREW THROUGH THE TOP LEAF, END SITL E AND RAIL. USE LONG STEM ROLLERS. CFrTIf)N 0— LAG SCREW 5/16' X 1-1/2' i SECTION B—B DACE GALV. STEEL CENTER STILE 10 GAGE FOR DOORS LARGER THAN 10' X 8'. TOG—L—LOC OR POP RNETED TO PANEL 13 GAGE FOR DOORS 10' X 8' AND SMALLER GALV. STEEL TRACK BRACKETS FASTENED 18 GAGE GALV. STEEL CENTER HINGE 16 -GAGE GALV. STEEL OPTIONAL TOP BRACKET WITH 14 3' 18GA WIDE SSB CLASS GAGE ROLLER HOLDER (SEE DETAIL A) WITH 2 FASTENERS F4 WITH 2' ROLLERSTEM. TIRE: STEEL 7 8ALL FOR NYLON ON OR Ac18' X8' 7 BALL FOR 9'X8% 10'X8' GALV. STEEL ( 14 GAGE) END HINGE ATTACHED WITH 4 FASTENERS. GALVANIZED STEEL STRUT. ATTACHED WITH 1/ 4' X 3/4' LONG HEX HEAD e SELF DRILLING SCREW 2 PER VERTICAL STILE) 6 STRUTS- 3' 18GA WID SEE DETAILAS1-3/ 8' POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 AND 730 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS. BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. 4 3' 1 1— 1. 88' —i DETAIL B 3' 22GA STRUT 6 TO WOOD JAMBS SEE ABOVE FOR QUAMM FASTENED WITH (4) 1/4' X 1/2' AND SPACING. HEX HEAD SHEET ' METAL SCREWS. tIOOR 5> ZL TEST PxtSSI/K S.F. NOTE: ALL NON-OE9GRIPTIVE FASTENERS SHOWN TO BE- 1/4'- 20 X 5/8' HEX SOUS R MUM OR i'" ME1prt '°smEM "t " 711E 1/1' X 1/2' LONG HEX HEAD SHEET METAL SCREWS r a tie =" t=s]s —1 O vl WILLIAM T. UNDEll gift, P.E-. '. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES COaftT(t1t5$ S v "al ERgine-•..•-..'•. .. . LISTED IN THE TABLE ABOVE SBC ASMAWT10NS: 110 MPH, 15' ROOF HEIGHT. ROOF ® U40 A.T 1tfSDn $ I PITCH > 1O'. DOOR FILLY IN END ZONE. FBC ASSUMPTIONS 110 MPH, EXPOSURE W. 30' ROOF HEIGHT. ROOF PITCH > 10. Y' OF DOOR IN DID ZONE 0 Clem. 11 FL34711 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLOFOR (352) 242.0100 OTHER LOCATIONS. DOORS SMALLER TWIN TOM SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, T SATISFY IMPACT NOO DESNOTEGLAZINGESNOGNENTHESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH 5 GREATER THAN THE • O DEBRIS ROMS IN FBC INCREASE IN PRESSUREASTHEDOORSIZEISMADENARROWERORSHORTERe16' () EO* E CENTFR 4' X 16- AIR VCNP9 -(i} REO'D 1ILR HINC 120 SO. IN. MIN OPEN AREA OPTIONALTE SS8 CLASS LIGHTS -1 USOPTIONAL 2) 1(4) REBLE CAR ---- 4' X 16' AIR VENTS, (4) REO'0. CENTER STILES 120 SO. IN. MIN. OPEN AREA 1 CENTER HINGES OPTIONAL ALTERNATE CONSTRLK 1. 25' -- I - USING (2) STRUTS 4 STRUTS 3' 20GA WIDE 3. FOR 10' X 8' 1 (SEE DETAIL A) 3' 22GA FOR 9' X e' 2.75' —1 ® ( SEE DETAIL B) B DETAIL A 3' 20GA WIDE STRUT 3' 18GA WIDE STRUT I 2422 H 2413 G 2137 E 1549 D 1449 C 1377 B 1373 A 1336 REV. E.C. N. I® B 7. 0OR i B 1 1® B 10' (SINGLE CAR) 1 1 4' X 16' AIR VENTS, (2) A OP OP® 1 CENTERSTILES AND CEIJTER 60 50. INMINOPENAREATIONALHINGES (1 COLUMN) P_O. BOX 13858 MAUMELIE AR. 3/ 5 02 1 KDD VAIN 'OR DMR 72113 1/25 02 1(501) 562-1872 4L0. JV. /JJ, / Ju, JJv DWG. WAS 101993- 2 PART NAME: I WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 110 MPH, FBC 110 MPH EXPOSURE 'B' t 18 94 RLS) TOLERANCE FRAC.* %/64 DEC.* b15 ANG * 1' SCALE NONE t/ o2/ 94) RLB) NEXT LEVEL PLOT SCALE 1= 1 DATE 11-19- 93[ HT DRN. BY AH DWG. NO. 9— B-032 3/94 DATEAPPROV. 2 OF 3 w 13 GAGE STEEL TRACK 16. GAGE GALV. STEEL 6 STRUTS OPnONAL IERIMIE CONSTRUCOWNSPLICEORFLAGBRACKET, 3/4' X 1-1/2' X 13 GAGE MIN. 1 4 x 1/2- LONG TOP BRACKET WITH 14 A usB c (2) STRUTSFASTEN 16 WOOD JAMB ° GALV. STEEL HORIZONTAL ANGLE CA/RRIAM BOLT t NUT GAGE ROLLER HOLDER 3' tBGA HIDE LAGWITCREW X 1-1/2' WITH 2 FASTENERS. (SEE D© A 4 FOR 16' X 8' AND 1e' x e', t15E 8. 1/4• X 3/4- 2' GALV. STEEL HORIZONTAL HEX HEAD 511E B e TRACK 16 GAGE OR 13 GAGE Om11ANG SCREW 2' GALV. STEEL BASED ON THE WENGHT OF THE DOOR 2 ROLLER WITH 18GA 9xsTr,aocxB DETAIL D 7/, s- Dv STEM. 16GA16'X8', ,B'XBJ 20 GAGE END STILES— 1_ TDC• r- - ^ 71v RACK 20 GAGE NYLON 'S1 I I TRAP( BRACKETS WITH TRACK S x 7 BALL FOR6- (DOUBLE CAR) 11 5/ 8' TRACK BOLTSrl 18 XB .16'X8l END CAP s 9'X8', low 4' X 16' AIR VENTS, (4) REO-D.CCENTER ENTERHI CUES 3 TRIMNS 120 SO. IN . MIN. OPEN AREA Ox 3/4! INSULATION POLYSTYRENE CALV. STEEL 14 GAGE) OPT1DNAL OPENING END STANDARDFORWITH4FA ATTENERS. ® OPTIOWL sse CLASS Lcros (2 STRtI S CoNsnuxTm HEIGHTO. MODEL 735. O OVER • I,," w r r ;i DETAIL C _ GALVANIZED STEELHED X87 WITH1/4' X 3/4 ® e B i LONGHEXHEAD19-1/ 2•, 21. OR SELF DRILLING SCREW 24' HIGH PANEL (2 PER VERTICAL STILE) GALV. AND y' 90 PREPAINTED$ TEFLa 5TIM5 26 GAGEALL2GAGEMODEL (3MODELS EXCEPT1 'O750 1-3/8' POLYSTYRENE1e'(c0= INSULATION 24 ANAL i2o K iq FOR MOD. 724 AND ovno NL CENTER HNM O DOORS 16' X 8' OR 730 oPIIWNAL Ltxx 11 18' X 8' USE 5th SCREW 9' X 8' t 10' X 8' (2 BRACKETS) L H ® THROUGH THE TOP LEAF. 13 GAGE GALV. STEEL 1.25' - { ALTEROAn - 16' X 8' ec , 8' x B' (4 BRACKETS) END STILE AND RAIL BOTTOM BRACKETFASTENERS. BoTrom us" USE LONG STEM ROLLERS. ATTACHED WITH 2 S 1 SCREW CAN BE ABOVE ( 0, TO GAGE END STILES -FASTENED WITH OR BELOW ROLLER. 3' V® TOG- L-LOGS TO PANEL FOR DOORS LARGER THAN 8' X 7' USE END CAP r xtr e OVEREND STILES. ( SEE DETAIL C) SECTION A —A —1 1— 'µ' csEc WEAL B) e e DETAIL A 3' 3' 18GA WIDE WIDE STRUTIr STRUT 2 LAG SCREW 5/16' X 1-1/2' T SECTION B—B I— 1 m' —i ( ,,, t /B' c9+ Wo zO GAGE cALD. STEEL RIVETED o P DETAIL B ® s xsm K ,.LIr AR VD"soPCN xsw aTrro: seta AM et rtlll t o GAGE FOR 000rts LARGER THAN , o' x e . TOG-L-Lnc DR POP Rn ETED TO PANti (1 oWLwq 13 GAGE FOR DOORS 10'. X B' AND SMALLER 3' 22GA STRUT GALV. STEEL TRACK BRACKETS FASTENED 18 GAGE GALV. STEEL CENTER HINGE 6 TO D SEE ABOVE FOR QUANTITY FASTENED YMRH (4) 1/4' X 1/2- AND SPACING. M UJMQ 1138M HD( MEADSHEET METAL SCREWSAFL I 2422 3/ 5/02 KDD © S®R®R 721t3 txaoR sag 16T PRESSURE SI. NOTE: ALL NON-DESCRIPTNE FASTENERS SHOWN TO BE :,• 501) 562-187" WM MEOW PosrrwlNEGATIVE1/4'-20 x 5/8' HEX BOLTS t NUTS OR _ _ - H 2413 1 25 02 IN -1/4' x 1/2' LONG HEX HEAD SHEET MEAL satEws 2137 /9/00 G MODELS: 1 ,y f80L` •-: iHF 1549A /t4/ B6 724, 426. 730, 735. 750. 550 t Ylliilfd! T.fnag, P.E: DOORS sHOMnN ON THIS DROMG HAVE BEEN DEMONSTRATED To WITHSTAND THE PRESS CDiIa!;iP,g SF "iliTil isbi 1lET ... E 1549 DWG. WAS PART NAME. LISTED THE TABLE ABOVESNDZONE.ASSUFBC to MPH. 1s' ROOF HEIGHT, oOS ROOF 1140 k'M21= 1 S' treat :• D 1449 ate -es (it.&A- 101993-2 WINDLOAD RESIDENTIAL STEEL DOOR rY 30' > 10, DOOR FULLY N END ZONE FBC ASSUMPTIONS 110 MPfI ET(POSURF ', ;, TOLERANCE FOR SBC 110 MPH, FBC 110 MPH 30' ROOF HEK rt. ROOFPITCH > 1(F. z' OF DOOR IN END ZONE. QI ® Ve mDrd. IL U-711 `. C 1377 11 18 94 (RLB) FOR SBC AN ARCHITECT OR STRUCTURAL ENGINEERMUSTDETERMINEIFTHEDOORISSIRAXFOR (352) 242-0100 - B 1373 it/az/1a<) (RLB FRAC.t1 64 OTHER LOCATIONS ) DEC. 3 15NETLEVELDATE: DWG. NO. DOORS SMALLER THAN THOSE SHOWNwLLwmISTANDTHEINCREASEDSBCPRESSURELOAMA13363/3/94 ANC• s 1• 11-19-93 99—B-032 GIA N THE SAME CONDITIONSTHENCRE/LSE IN DOOR STRENGTH IS GREATER THAN THE e I NOTE: GLAZING DOES NOT SATISFY IMPACT SCALE PLOT SCALE O - - u tFASE N PRESSURE ASTHEDOORSIZEISMAOENARROWERORSHORTER DEBRIS REOLMtEmENTs IN FBC REV. E.C.N. DATE APPROV. NONE 1=1 SH I SHT 3 OF 3 wi j" Milestone Master Documents Approved By Central Florida B.O.A.F. March 1-8, 2002 Updated: 3/18l2002 milemasters.xls PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 11000 . 2 • INSTALLATION DETAIL W= SCREWS HORZ. SLIDING FIN WINDOW FLEX0028IFLEX0029. Jim 3 INDEX 4 INDEX-., 6 INSTALLATION DETAIL W/#8 SCREWS HORL. SLIDING, FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 JINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 1INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0020 IFLEX0016 1000 11000 11000,1500 & 2000 6 INDEX 7 INSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 ` INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 IFLEX0018. 11000,1500 & 2000 1100092000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW IFLEX0030 12000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW IFLEX0035 11000,1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW IFLEX0036 11000,1760 & 2000 11 INDEX .-MASTER 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW IFLEX0037 FILE NUMBER 6 . . ISUOING GLASS DOOR INSTALLATION WITH TAPCONS JFLEX00211 11000,1750 & 2000 1600,1000 & 2000 13 INDEX;.'.. 14 • ISLIDING GLASS DOOR INSTALLATION WITH 98 SCREWS..' MASTER FILE NUMBER 8 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1500,1000 & 2000 1000 / 1500 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1 HMFLGTR 1000 / 1500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACtTIES . 1HMFIN 1000 11600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFIN 11000 11500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES j1VMFLG 1000 / 1600 22' ' INDEX ' 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER 7 : FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1100011600 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 1 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 IFLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG. 2000 Page 1 of 1 milemasWs-) s S TEST REPORTS O ALRY WINDOWS BY FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" . X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" SER.. 1500 SINGLE - HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER: 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING BY OT EIS ONE of WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE t V009 3UCt STUCCO J 9Y OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) WINDOW HEIGHT PERIMETER CAULK BY OTHERS ONE 9r VOOD - BLOCK BY OTHERS CAULK BETWEEN WOOD BUCK t MAS•Y. OPENING BUCK WIDTH BY OTHERS SHIM AS REDID. INSTALLATION ANCHOR. FLANGE TYPE .1/4' Mix.- 3/16' DIA. TAPCON MOWN (SEE NOTE 97 WINDOW FRAME (S£r NOTES, JAMB INSTALLATION ANCHOR 3/16' DIA. TAP ON SHOWN (SEE NOTE 91 d CONCRETE OR MASO;+RY OPENING eY OTHERS j CwLCDCMT v c a1'I/t' MIN. GLASS (TYP.) EMBEDMENT (SEE NOTES) I I CAULK BETWEEN WINDOW FLANGE t WOOD BUCK PERIMETER SHIM AS REO'D. CAULK 1/4' MAX. BY OTHERS SEE NOTES) WINDOW WIDTH I FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADER VOID BUCK tSECTIONB-B MA$'T.OPENING BY OTHERS BLOCK FIGHT RA WINNGEDOW TYPFRAMEESILL WINDOW HGT. I K- y WINDOW WITH. ESE VATION VIEWED FROM EXTERIOR V V I SILL STOOL BY OTHERS O •C" CAULK BETWEEN A - VINDOV FLANGE PRECAST SILL t PRECAST 'SILL By OTHERS TAPCON LOCATION CHART CALL TIP TO E AI,ONS IN HEA LOCATIONS IN JAPA3 y IIISIZETIPsos, TO ToO r 7 a r 022 74 X 26 C.0 C.D LJ I,J 7A % 3E 3/e CD D.E 1•J.K.L I i;J,K.Lp+a 7. X 50 s/e Cv CAE I.J.K.L 1 1. X...N.: 1 1. ,L 033 1106 1/. X 33 3/e I B.C.C.- I = ".O.E I u.K1 .I I.J.K.LA11 /. X B.C.C.` 0 .•.-.F I.J.K.L C.M I.J.r., 722 111% 6 LA. R.... .: I,J T23 111. X 3e 3/e B.C.0 I +.? :.D.-.f' 1•JKA I IJ.K.LT. n, X 50 / e.C.D.E 9.C.0.E, I,J.K.L I J K L M2 A 25 z.L.I.,C A I.J.K.L M3 120 X 3L 3/6 B.C.C.- I. ! 9 T.D.E.- 6ki. I A.K.LMA120XeA,B.C.O. r.r A,?,C.D.E.r GJ'1.I,J,K : I.J.K.L 6020 72 x 24 U I•J 6030 72 X 36 I C.0 C.D.- Ii I I,J.K,1. 604 7 t C.rl B.C.0 I,J.K,L I,J K.L e• A 24 L " 7030 e. x 36 B.c ,- e.C.0 EI LJ.K.L 1,J,K,L 7040 t• B.C.C.- 5 C.D.E I.J K,L I.J.K,L 0030 96 X 36 ex C.E 9 C.O.E OA.K t LJ.K.L t 99 Itla B.C.O.- 9.C.DE I,J,K' G N I J K I 9020 106 X 2t I.J.K.L 9030 106 X 36 B.0 3.C.O.E I.J.K.L I.J.K.L B.C.C.- A.9.C.D.E.r I J K 10020 120 X 24 E. . .: I,J I,J:K:L 10030 I 120 X 36 B.C.0 I C.D.E.i AK ,l I I.J.K.L 10040 120 X tB B.0 ^.r. A•3.C•D.-.F I,J.Kl I.J.K.L V/VULKEM 116 ADHESIVE CAULK J OR (PROVED COL. SECTION A—AF 2 12002 AA I - PREPARED L, PRODUCT L APPLIC•TION E11G4vE.RING. PC.. ISO NOTES, 1) SHIM AS AMD. AT EAC- INSTA_LATION ANCHOR. M,.X. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALOu:NUM A:LOY 6063. 3) TAPCON INSTA.LATX3N ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE LOIN. EMSEDUENT'OF 1-1/4' WTO MASONRY OR CONCRETE. t) USE SILTCON,ZED ACRr_IC CAULK BEHIND WINDOW FIANCE AT MEAD & JAMBS. SILL MUST BE ATTACKED TO TAE SUBSTRATE WITH VULKEM 116 AOMESNE CAULK OR A:PROvEO EOUAL. 5) USE SILICONIZED ACRr- CAv_< FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIANCE. 6) IF. EXACT WINDOW SIZE S NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY.USTED WITH NEXT LARGER S1ZE..FOR THE APPROPRIATE DESIGN PRESSURE AWD. 7) GLASS THICKNESS MAY vARY PER THE REOUIREMEIw S OF ASTM E13o0 CLASS CHARTS. e) LETTER CESIGNATIOrIS ON THE TAPCGN LOCATION CART INDICATE WHERE TAPCON ANCHORS'AR- TO E- INSTAL._D WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES .NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w:'. tt STREWS OF SUFFICIEx: LTH. TO PROwD- MIN. 5/B IN. EMBEDV-':T IN-J *01GJ SUCK. 10) APPLICATION Or VULK-v I I C A_MESN- CAULK AT r=AME SILL MUST COMPLY WITH SEALAN" A&N-j-cTUP-?•S RECOUMENDATIONS. 11) WHERE wINOOW IS INS'•LLED I-% uASCVRY OPENING WITH A STRUCTUAL Two V 9uCK, USE •o SC= -HIS OF SUFFICIENT _-NGTH TO ACHIE`JE 1-3/e Mw. EM9EOu-'.t A. A:L INS:ALIATION FAj;EN£R LOCATIONS. I(A•-i3W, F_ a;y 117.E hCr[ •77 8C_•0367 'As Wi SHEATHING CALLK BETVEEM BY OTHERS WINDOW FIM L SHEATHING INSTALLATION ANCHOR 69 SCREW STUC:7 OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) 2 SEE NOTE 7) WINDOW H"iIGHT PERIMETER CAULK BY OTHERS MIN. Iva BY WOOD DMENTI` /— BY OTHERS INSTALLATION OR IIANCH9SCREvSTU140 OR II SIDINGBYOTHERS CAULK BETWEEN WINDOW FIN E SHEATHING SHEATHING EMBEDMENT BYOTHERSSECTION A -A WINDOW WIDTH ---.y 2- 1 ac. MAX. II < IYP.) . 1/ 4• MAX. SHIM SPICE SHIM AS RE010. SEE NOTES) FIN TYPE WINDOW FRAME HEADER WINDOW HEIGHT WINDOV WIDTH TWO BY WOOD By OTHERS SHIN AS REO•D. SEE NOTES) I/ 4 Mc%. SHIM S;)AC_ CAULK BETvEEN WIMDOw FIN t SHEATHING GLAZING ( TYP1 J TER SEENOTE7) PER1`CAULK AULKEOUALLY SHEATHING SPACE bT GT)2RS BY OTHERS ANCHORS FIN TYPE WINDOW STUCCO GR 1 ( TYP.) FRAME JAM3 SIDING BY INSTALLATION OTHERS ANCHOR 93 SCREV B SECTION B-B 1• MIN. EMBEDMENT FIN TYPE 24. O.C. 6 MA)L MAX. ( TYP-) ., <TTP3 WINDOW FRAME 6' MAX. (TYP.) SILLELEVATION VIE 0 R75m—rxTERIOR MARBLE SILL STOOL BY OTHERS w- _ a. s•)1:r„-. '"j'.::SSis . 1'.4'. HOH-S' I) SHIM AS REO•O. ADJACENT TO.EACM INSTAL'J(TION X%CHCP. MAX. ALLOWABLE SHIM STACK TO u , TpY E!( }^ 1p lC• L"' ".•`+v+i'+ :CI4i..L): BE 1/4'. FRAME 2) ww00w NATERLAL: ALUULNUM ALLOY 6063. 3) INSTALLATION ANCHOR BUST BE OF SUFFICIENT LTM. TO a_MIEVE Mm. EWBEOUENT OF 1' INTO WOOD FRAME MOABER. 4) USE SRJCONIZED ACRYLIC CAULK BENNO W'.NOOW FIN A7 MEAD. SILL EI JAMBS. S) USE SRJCONIZEO ACRYLIC CAULK FOR PER:METER SEA: a:0UN0 EX7ER10R OF WINDOW FRAME. SHIM '-- " 6) CUSS THICKNESS MAY VARY PER THE RECVIREMENTS Cr ASTM E1300 GLASS CHARTS.. SPACE MAX. 7) INSTALL INSTALLATION FASTENERS AT 6' MAX. FROM COF...%ERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF NSTALLATIONS, Yr7H A.NCHCR SPACNC AS STATED. IS 70.0 PS; FOR ALL AVAILABLE SIZES UP TO 73' X 71' M:.x. SHIM AS REO'D. SEE NE -Tr - TWO BY WOOD BY OTHERS PREPARED 31, RODUCf L APPLICAfIDN ENGUCERINO. I{.. ZSD INTERNA)D7ul IKVT.. SVITE M. I[A7,MN. FLa7:DA 2Z7N6 P Kpc 4:7 an-QJs3 FAX 491 Wv '- J r J F I• MIN. SHEATHING iEM5E3NEjCAULKBCTvEENByOTHERS VINDOV FIN t SHEATHING ANCHINSTALLATIONR :a SCREW STUCCO OR SIDINGOTHERSBy I PERIMETER CAULK. I BY OTHERS GLAZING CT YP.) SEE NOTE 71 VINDOVHEIGHT PERIMETER CAULK BY OTHERS INSTALLATION ANCMDR R8 SCREV STUCCO OR SIDING BY 07MERS CAULK SETVEEM VINDOV FIN . SHEATHINGtSHEATHINGBYOTHERS Tv0 BY VDOD BY OTHERS 1/1' MAX. SHIM SPACE SHIM AS REO'D. Fin TYPE (SEE NOTES) vINDOv FRAME HEADER FIN TYPE vONDOv FRAME SILL MARBLE SILL STOOL BY OTHERS vINDOV VIDTH i•• D.c. Anx. A II <TYP.) F_ / VINDOV HEIGHT 24' O.C. MAX. CTYP.) 1/N' MAX. r SHIM SPACE T} I Inl' SHIM AS SEE NOTES) J I MINTEM9EDMENT TV0 BY 000 BY OTHERS SECTION A -A 1 A 6' MAX.(TYP. +— VINDOV VIDTH TvO Of VOOD By OTHERS SHIM AS REO'D. SEE NOTES) GLAZING (YYP:) SEE NOTE 7) FIN TYPE vINDCv FRAME JAMB 7 EQUALLY SPACE 1 ANCHORS (TYPJ 6 tTYP.> LEA- R TN v1EW O RR }M x RIOR r oR oA F Ru R 1/A' MAX. SHIM SPACE PERIMETER JCAULK BY OTHERS STUCCO OR SIDING BY OTHERS SECTION B-B CAULK BETVEEN VINDOV FIN t SHEATHING 1' MIL EMBEDMENT f SHEATHING BY OTHERS INSTALLATION ANCHOR .3 SCRCV NnTc, T) SHNA AS REO'O. ADJACENT TO EAG( INSTALLATION ANCHOR. MAx. ALLOWABLE SHIN STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALVMIHUu ALLOY 6063. 3) INSTALLATION ANCHOR uUST BE OF SUFFICIENT LTH. TO AC]IEvE MIN. EMEEDMENT OF I• INTO w000 FRAME uZUSER. A) USE StLCONIZED ACMIC CAULK BEHIND wND(7w FIN AT HEAD. SILL k JAMBS. USE SRJCOMZEO ACRYLIC CAW( FOR FERIMETER SCAT AROUND EXTERIOR OF wNDOw fRAME. 6) GLASS THICKNESS uAY VARY PER THE REOLOEMENTS OF ASTM El300 GLASS CHARTS. 7) INSTALLSTALL NSTALLATO FATENERS AT 6_ MAX. FROM CORNERS AND uAx. 24' O.C. DESIGN PRESSURE. CAPACITY OF NSTALLATIONS VATH ANCM.jR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 119• X 49 5/8- MAX. REV DESCRIPTION DATE III FLORIDA EXTRUDERS INTERNATIONAL. INC. SANFORD• FLORIDA TITLE: INSTALLATION'DETA'.L L'/ R8 SCBEVS HORZ. SLIDING FIN VINDOV xOx CONFIGURATION- SERIES 1000 i DRAWN BY:BB APPROVED BY: DATE: 12/17/01 SCALE: N. T. S. DWG.: FLEx0029 PRCPARCD tY, PRODUCT L APP ICATTDN ENCJNCERIH4. IC.. ZW IMTERNATIt7NAL KVY_ SLITC M. K&THR7V. •_ORIOA 317A6 hOC N07 =-0363 f- A07 BLS-0366 CONCRETE OR 7- MASQN.4Y OPENING BT OIMERS ONE By WOOD BUCK BY OTHERS CAULK BETWEEN a WINDOW FLAN( L WOOD M STUCCO BY OTHERS PERIMETER CAULK WHL BY OTHERS WINDOW HEIGHT) GLASS (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD INSTALLATION ANCHORLONANCCON ONE BY WOOD BUCK Br OTHERS CONCRETE OR MAMA$Q>KNT OPENING BUCK L ofMAS'T, OPENING 3/IS' A. OTHER$ By OTMCRS B.v. BUCK WIDTH) 1-I.• MIN I I [•umtMT I/a' SHIM D 1'I/a• MIN, FLANGE TYPE SPACE MAX. iEnBEDnENivINDOVFRAMESHIMASREO'D. p JAMS 'SEE 1IM I INSTALLATION ANCHOR i I& J/16' Dia TAKEN 01/a• $HIM SPACE nAx. i RIGID VINYL C•LAIIr(G BEAD GLASS (TrP.)( SEE motEs.) I e SHIM AS REO'D. I ISEE NOTES) CAULK BETWEEN B.M. WINDOW FLANGE BUCK L•000 BUCK o FLANGE TrPE MEIGHT> WINDOW FRANC HEADER PERIMETER RIGID VINYL GLAZING BUD T YP.) FLANGE TYPE WINDOW FRAME SILL CAULK BETWEEN a / a WINDOW G FLANGE J a L PREST sill V/VULKEM 116 PRECAST SILL .SECTION A —AADHESIVECAULKBYOTHERS OR APROVED EOL. w.w. FA B C D W.H.,— T B A ELEVATION VIEWED FROM EXTERI CAULK STUCCO BY OTHERS BY OTHERS V.V. WINDOW WIDTH) CAULK BETWEEN W002 BUCK L SECTION B-B MA$'Y. OPENING NOTES. BY OTHERS 1) SHIM AS REO'D. AT EACH INSTALLATION W4CHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. 10 ACMIEVE MIN. EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE. a) USE SuCOInZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH vULKEM 116 ADMESIvE CAULK OR APPROVED EQUAL. ' 5) USE S41COwZED ACRYLIC CAULK FUR PERIMETER SEAL AROUND EXTERIOR OF WINDOW RANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'0. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. e) LETTER DESIGNATIONS ON THE TAPCON LOCATION CMART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPUED MOLES NOT DESIGNATED FOR TA?COM ANCHOR SHOULD BE FILLED WITH j8 SCREWS OF SUFFICIENT LTA. TO -PROVIDE YIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF vuLKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTUREWS P.ECOMMENDAT:ONS. 1;) ONE ADDITIONAL FIELD DRILLED & INSTALLED ANCHOF IS REO'O. IN EACH JAMB ON THE FOLLOWING SIZES: -D25" (73 Y 62). '026' 73 X-71). •56M60M•'(65 X 71). & -5AM60M• (71 .X71). PLACE ANCHOR BETWEEN ANCHORS C AND 1_AND BETWEEN ANCHORS •M AND J• OVER SS PSF ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL F TWO BY WOOD BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TO ACHIM 1-3/8MIN, EMBEDMENT At AFL INSTALLATION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE 1:1 ADO A a;0 SCREW I T ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES, B UNITt:.AI, F'L==.6 J 19ANWACORM FEE# poEPARE: it. P QO .T L APPLICATION V J CALL I TIP TO LVL^:IV" D IIN MLAIJ LU'-r,IIVI. v JMM6 pv oASI 70A57 pv JOPSI CAST SIZL TIP TO TO 10 TO TO TO So" I I o f 3K J IH2 26 1/2 X 25 C C C O.M GM G.M IH3 26 1/7 x 38 3/6 C C C G,M G.M GM IMa 28 1/I X 50 S/6 C C C G,M c.M GMJJ I May 26 1/2 x 56 1/N C C C G.M G,N GMJJ IMS 26, 1/2 X 63 C C C G.M GMJJ G.m. I.J 1M6 26 I/2 I 72 C C I C G.M G.HJJ G h I,J 22 37 x N M 23 37 x 38 3/6 C C C GM G.M G.M 24 37 A 50 5/8 C C C GM G.MJ.J GM.0 245 37 X 56 1/4 C C C G.M G.MJ.J G^%j 25 37 x 63 C C C G,H GMJJ G -.I,J MJ 2637x72CCCGJG.HJ.J E.F.GMJ.J 13 1/8 x 33 33+1/a x 38 3/8 C B.0 ex G. G.M GMJJ a 53 1/3 X SO S/6 C B.0 B.0 G.M G.MJ.J GMJJ 3 45 53 1/$ x 56 1/4 C B.0 i.0 GMJJ GMJJ E.F,;.MJJ 35 53 V6 X 63 C B.0 B.0 G.H.0 G.MJ.J E.F.G.MJJ 36 53 i/S X 72 C B.0 B.0 G.MJJ EF.G.M.1 EF,G.M,IJ 2' ellC23 74A383/6 B.0 B.0 I a3.C.0 G.M G.MJJ GMJJ C2a )a x SO s/6 B.0 B.0 ( '! B.C,D G.nJJ G.nJJ EF,G.M,IJ 02a1 7a X 56 1/a B.0 B.0 A,3,C.0 G.M,1J E.F,GM.0 EF,G,n,u x 63 e.0 8.0 A.',C,D G.M,I,J E.F,GM.IJ E.F,GM.I,J• DES 7ax 72 e.c e.0 I A.4 :.0 GMJJ E.F.GM,IJ E.F.G.N.u• 20M20u 24 X 24I. 20M30M 24 x 36 C C C G,H G.H G,M 20ua0u 24 x 48 C C C GM GM G.H 20N0u 24 X 54 C C C G,M GM GM.IJ 20u50M 24 X 60 C C C G.n GmGMJJ u N a x 7 C C c GM GMJJ !IIJ 3OY20M 36 x 24 .M M .M 30u30u 36 x 36 C C C G.M G,n .. GM 30M40u 36 x ae C C C G.M G.MJJ ' GMJJ 30Y46u 36 X S{ C C C G.M GMJJ GM.I.J 30Y50u 36 x 60 C C C G.M GMJJ GM.IJ 30u60N 36 x 72 C C C G.NJ.J C.HJJ EF.G.M.LJ V. a0u30u 48 X 36 C C B.0 G.N GM GM.0 40M401A 46 X A6 C C e.c G.M GMJJ cM.LJ a0w6Y a8 X Sa C c B,C GM G.MJJ GMJJ 40MSOY {8 x 60 C C B.0 GMJJ GMJJ E.F.G.M.0 a0Y6OM 48 z 72 C C -e.c G.M.I J EF GM I.J FFGNIJ 4bM2DM { 0. L .M ,N M a6Y30u 5a x 36 C B,C B.0 G:N G.M GMJJ 48M40u 54 x 48 C B.0 B.0 G.M G.MJJ GMJJ a6u46u 54 x 54 C B.c B.0 G.MJ.J G.HJJ E.F,G.M.0 46Y50M 54 x 60 C B.C. 9.0 G.M.'J GMJJ EF.G.MJJ a u' u S•'x7 4 Ou20u % t B, G.n GUN G. 50M30u 60 X 38 C B,C B.c GM I GM GMJJ WU40U 60 x 48 C B.0 e.c G.M GMJJ G.M,IJ S0u46M 6C x 54 C ' B.0 4.0 G,MJJ GMJJ E.F.G.MJJ 5OW50M 60 X 60 C B.0 B.0 G.n.I,J G,nJ.J E.F,G.M.LJ s0u60N 60 X 72 C B.0 B.0 G.N.I.J . E.F.GMJ.J EF.G.HJJ 56u30M 66 x 36 e.c B.0 A.3 .0 G.H G,M G.Hi.i 56u40M 66 x 48 -c c B.0 ! 4.G3 G.M G,MJJ G.HJ,J 56ua6u 66 X SA EX B.0 A.3.C.: G.M.0 GMJJ EF.G.M.IJ 55uSOu 66 X 60 E.c B c A.S.C.: G.MJ.J E.F.GMJJ E.F,G.MJJ S6N60N 66 X 72 B : B.c A.-C.: G.MJ.J E.F.GM.0 E.F.G.M Y. N L 1 14 60M30M 72 X' 36 e`: e.c A._.G: G.M GMJJ 60U40M 72 X a6 E.0 94 ! B.C.: G.n G,MG.N J.JGJI.IJ 60M46N 72 X 5- E - 8.^ A.?.C.-_ G,M,I,J G,MJ,J EF,G,M,IJ 6OU5Du 72 x 6C E C B.0 ! 4.C.: G,M.IJ E.F.GM.IJ E.F.' M.0 u Y. A 72 X 72 S.0 B.0 A.9,C.: GM LJ E.F GM.I,J F G.MJ J• ADDITIONAL A,_:- IGRS RE-D. S_E NOTE 11 INTERNATIONAL, EXTRUDERS ANO, OR TITLE: TNISTALLATI N DETAIL V/ TAPC NS H RZ. SLIDING FLANG= WINDOW — SERIES 1000 DRAWN BY: BB APPP.OVED BY: li't DATE: 10/23/01 SCALE: NTS DWG.: FLEX00?0 CE4:AU. Wc. 25C IM)iRMA'10NAL pxV1_ SO:TC 230. MCAF-413':. FL_R;JA 32746 AMC{ 4]7 605.01e3 FA. .T do3.OJiL y CAULK BETWEEN ONE By WOOD CONCRETE OP WOOD BUCK L BUCK BY OTHERS MASONRY OPENMG MAST. OPENING BT OTHERS BT OTHERS CAULK BETvEEN WINDOW FLANGE l WOOD BUCK i i - I-I/a' MIN. a 6 A EMBEDMENT STUCCO J BY OTHERS PEQIMETCR CAULK 91 OTHERS RIC16 VINYL GLAZING BEAD TTp.) I.ISTALLAT(OM ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D., 1/a' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASSTTPJ (SEE NOTES) B.V. „ 1-t/4• MIM BUCK WIDTH) CM EDMENT INSTALLATION ANCHOR ONE By WOOD )/16' DIA. TAPCON D BUCK Y OTHERS - Si 0 BY THE RS SHIM ASIRE0' D. na A. RIGD VINYL (SEE NOTES) GLAZNG BEAD I/ a• tTiP.) T7PxSEE NO ES) I B I11 Al O FLANGE TYPE - WINDOW FRANC JANB CAULK BETVCEN o WINDOW FLANGE PERIMf TER L WOOD BUCK CAULK Br ETHERS V. W. WINDOW WIDTH) I EIGHT) B.M. BUCK HEIGHT) CAULK BETWEEN VINDOV FLAMGC L PRECAST SILL p p V/ CAULK. O It6 ADHESIVE SECTION B-LJ CAULK. OR APRV•A EOL. CJ FLANGE TYPE PERIMETER vINDOV FRAME CAkK SILL BY OTHERS a W. W. PRECAST SELL ~ 0 ° ByOTHERSNOTFc• A B C SECTION A -A I) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. 1/AJ1. ALLOWABLE D SHIMSTACKTOBE1/4'. 2) WINDOW FRAME MATERIAL• ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE / MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. a) USE SWCONZEO ACRYLIC CAUL( BEHIND WINDOW FIANCE AT HEAD J B ' hJAMBS. SU MUST BE ATTACHED TO THE SUSSTRA"E w1TH vuu( EM 116 ADHESIVE CAULK OR APPROvED EQUAL. 5) USE S10007aZED ACRYLIC CAULK FOR PERWF.<R SEAL AROUND W.H. F EXTERIOROFWINDOWFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTTTY LISTED w17H NEXT URGER SIZE. FOR THE / APPROPRIATE DESIGN PRESSURE RED .D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13W GLASS CHARTS. 6) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDIrA H 17- WHERETAPCONANCHORSARETOBEINSTALLEDWHENUSINGTHEEXTERtOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR. SHOULD BE. FWD WITH IS SCREWS OF SUFFICIENT AIM. /1 TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD TUCK. F1 10) FLORID EXTRUDERS TOOT SERIES SINGLE HUNG K SHOWN. THIS ELEVATION PRINTALSOAPPLIESTOTHEFLORIDAEXTRUDERS1500AND2000SERIES SINGLE MUNGS. II) ) WHERE W MW IS INSTALLED IN MASONRY OPENING WITH A SiRUCTUAL Two BY WOOD BUCK. USE /)D SCREWS OF VIEWED FROM EXTERIOR SUFFICIENTLENGTHTOACHIEVE1-3/8- YIN. EYEEDYENT AT ALL INSTALLATION FASTENER LOCATIONS, CAULK BETWEEN WOOD BUCK L MAS' Y. OPENING BY OTHERS CONCRETE OR MASONRY OPENING By OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN J VIB 3OW TO 4C.-V 411v TO 70PSF 3CIV TO 6011v PSF 70 7>V SIZESIZE' 12 to 1/3 a 25 B 8 F.G F.G 13 14 V6 1.37 3/6 8 B F.G G Ia to t/6 A 49 5/6 B 8 F.G FF 145 Is I/a 1 55 1/4 B B F.G F.G 15 16 1/3 A 62 B 8 F,G • F.G 16 to 1/8 A 71 B B F,G F.G.MJ 17 t 1 X 3 o VC tGJ• IH2 2S I/2 1 IS B B IM3 25 1/2 f 37 3/8 8 B F.G INA 25 1/Z.A .9 s/a B B F•G F,fG 1 M45 25 1/2 X 53 1/. 9 B F.G F,GJ1J IM5 25 1/2 It 62 B B F.G F.G.MJ' IM6 25 1/2 A 71 6 B F,c F•G.MJ 1M7 25 1/2 A 83. 1 B B F.CJ.K F•GJ.< 30 1/2 . 16 30 1/2 . 3e 3/6 29 1/2 X 35 29 V2 A 37 3/6 B B 1• F,G FA 30 1/2 . 50 s/a 29 1/2 A 49 5/3 B B FA F.G OJU F, Gmj 30 1/2 . 56 1/• 29 1/2 A SS 1/. B 8 F. G F.GJHJ 301/2 . 63 30 1/2 . 72 29 1/2 A 62 29 1/2 X 71. 8 B8 8F.GAJ F.GJu 30' 1 2. 6• 29 t 2 X 83 B B F.GJA F,GJK 23 3oX25 36 X 37.3/5 B B F.G F.G 24 a A .9 S/e 8 B8 BF.G F.G F.c!tJ F. G.HJ 245 2536 1 55 1/1 36 A 62 8 B F,GJU F.G Ili 26 36 X 71 B 8 F.G,H,1 D.EF.G.•J 7 36 A 63 B B F.GJJ( F.6JUJ< a . 2 . 3a 3/8 a1 A 25 1 A 37 3/8 B B F.G F.G.MJ 2 . SO S/a 1 A N !/e 8 88 BF.G F.G.M.I F.G.MJ F. G 2 . 36 1/. 42 . 61 t X !3 1/. 41 X 62 B 8 F.GJU 0*EF.GJ•J 42 . 72 41 X 71 B B F.GJHJ D .LFFlJ a . a 1 X 83 F O J.K F.O.M.IJ.K a8 26 a . 38 3 3 47 X 25 7 A 37 Va B A. A.0 1.14 F.G PAN FJ GJHa . 50 5/3 7 x .9 5/8 53 B aA.0 A. 0 G F. G.MJ F. G.MJ F. cJU a . 56 1/. a6 . 63 47 1 1/4 47 X 62 8 A.0 F.G.MJ DJ:.F.G -J 46 . 72 a . A A 7t 47 X 83 8 A.0 F.G, MJ O.EF.Gtj Hf rr x 32 52 1/6 X 25 B A.0 F.G F.c F. G F. c,r. 33 3. 52 1/5 x 37 3/a 52 1/8 X .9 S/a 8 BA.0 A.0 F.G.MJ F.G.NJ 3a5 52 t/6 x Ss 1/4 B A.0 F.G.M.I F. G.MJ D, E,f,G.HJ D. EF.GJH.1 35 3652 I/a A 62 52 1/a X 7t B BAC A.0 F.c.MJ O.E.FGAI 37 52 1/a A a3 B AC F,GJ.K D.EF.GJKJ.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERS INTERNATIONAL. , RIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 & 2000 DRAWN BY.: BB APPROVED BY: DATE: 10/09/01 SCALE: NTS DWG.: FLEX0016 PF. EPAREO I': PROOUCT A APP1ICAV. h EHGRIECRW.G. P1C.. 250 wTERr nOM.L PR_ SUITE 250. MEATNt". FOR*. 327.6 HONC •07 805-0355 FAX 407 WS-0366 CAULK BETvEEN SHEATHING VINDOV FIN L BT OTHERS SHEATHING INSTALLATION ANCHOR 09 VGOD SCREV { II STUCCO BY OTHERS VINDOV HEIGHT PERIMETER CAULK BY OTHERS GLAZING (TYPJ SEE NOTES) PERINI TERCAULK BY OTHERS 1' MIN. CMBEDMENT TVO BY VOOD BY OTHERS SHIM AS REO'D. SEE NOTES) 1/4' MAX. J SHIM SPACE FIN TYPE VINDOv FRAME HEADER GLAZING (i YP.) SEE NOTES) FIN TYPE VINDOV FRAME SINARBLE SILL STOOLBYOTHERS VINDOV VIDTH lia• MAX SHIM SPACE SHIM AS REO•D. 7v0 BY VOOD DD + yy ( SEE NOTES) STUD BY OTHERS CF,NTI hT S•cAalaN $ EMaEDrni GLAZING (TYPa Li tt (SEE NOTES) SHEATHING' BY OTHERS CAULK BETVEEN VInDOv I A f 9 6 24' O.C. MAX. (TIP.) EOUALLY SPACE VINDOV ANCHORS (TIP.) HEIGHT A I 6 I <TTP) 6' MAX (TrP.) ELEVATION AEwED FROM ExTER10R FIN TYPE VINDOV FIN VINDOV FRAME L SHEATHING JAMB . PERIMETER INSTALLATION ANCMQR CAULK AB VOOD SCREV By MINERS STUCCO BY OTHERS SECTION B=B NOTES. .. . 1) SHIM AS REO'O. AT EACM INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO EE 1/4'. 2) WINDOW FRAME MATERIAL- ALUMINUM ALLOY 6063: 3) 0(STALAATION ANCHOR MUST BE OF SUFFK;IENT LTH. TO ACHIEVE MIN. EMEEDMENT,OF 1--INTO WOOD BLKK. A) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD. SILL 6: JAM?S. ' ' ' 5) USE SWCONIZED AC.RTLC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOW FRAME. 6) IF EXACT. WINDOW SIZE IS NOT LISTED IN ANCJHOR CHART. USE ANCHOR OUA.%-ITT LISTED 'WIN'NEXT LARGER SIZE. 7) GLASS THICK ESS MAY VARY PCR THE P•£OUIk£%IENTS OF ASTM MOO CUSS CHARTS.. ' B) FLORIDA EXTRUDERS IOW SERIESSINGLE HUNG 4 SHOWN. THIS PRINT ALSO APPLIES TO THE_ FLORIDA EXRJOERS 1500 AND 2000 SERIES SING:: HUNG WINDOWS. InSTAIIA" ION ANCHOR TVO BY VOID B VOMD SCREv BY OTHERS STUCCO By MTH£Rs 1'` REV DESCRIPTION DATE INI INTERNATIONAL. INC. CAULK FLORIDA FLORIDA EXTRUDER.. SANFORD, FLORIDA VMDOV FIN SHEATHING L SHEATHING BY OTHERS ,'MIN. TITLE: INSTALLATI=N E7TAIL W/98 SCREWS EMBEDMENT ILI SECTION A -A SIN,_E HUNG FIN VINDOW - SERIES 1000, 1500, 8 2.000 DRAWN BY: B9 APPROVED BY: T I I'.'" DATE:12/ 13/O1 ; SCALE: N. T S DWG.:FLEx0026 SHT 1 OF 2 e- re.er ••. --t • •Aot tr•tt•st rr it r0„L_ IL. aw lwi:RMATllk P%w._ SUITr rio r. a-.G r,mit %2746 'Prinf_ 407 M-03165 'FAX •67 RCS-0]66 7 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY VOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L VGCD BUCK 11 STUCCO J BY OTHERS prRIMETER CAULK BY C7HERS GLASS (TTP.) SEE NOTES VxWINDOW E IGH T ) INSTALLATION ANCHOR 3/16' DIAL TAPCON CAULK BETvEEN WceD BUSK a MAS•r. OPENING BY OrHEai GLASS (T rP.) 1-1/4' MIN. (SEE NOTES) C EM.3EDM_NT i i . A•F' A B' jF SA SHIMAS REO'D. evt 1/4' MAX. I ' SEE NOTES - 1 FLANGE TYPE— VINDOV FRAME W.W. RIDGED VINYL GLAZING BEAD B BUCKHEIGHT) B B RIDGED VINYL GLAZING *BEAD W.H. I - FLANGE TYPE vINDOV FRAME PERIMETER CAULK 8r OTHERS a A i-1 ELEVATION VIEWED FROM .EXTERIOR Q 1 a CAULK BETWEEN WINDOW RANGE t PRECAST SILL V/VULKEM 116 PRECAST SILL , ADHESIVE CAULK BY OTHERS OR APRV•D. EOL. SECTION A —A_..._._. :......- - .... ._ ..._._... B.V. I-Ii•• .a. CONCRETE OR BUCK VIDTH) C"LC OK"T MASONRY OPENING BY EITHER: SHIM AS REO•D. D 1/N• MAX, SEE NOTES) INSTALLATION ANCHOR 3/16' IDa TAPCON . . v RIDGED VINYL GLAZING BEAD O ONE BY WOOD v BUCK BY OTHERS RANGE TYPE / O WINDOWLANG FRAME CAULK 6ETvEEN ' PER1:iTERWINDOWFLANGECAV_KLWOODBUCK BY CT,,ERS CAULK BETWEEN WOOD BUCK l V.V. MAS:Y. OPENING WINDOW WIDTH) 6T OTHERS STUCCO BY OTHERS SECTION B—B NOTES. 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR, MAX. ALLOWABLE SHIM STACK TO BE 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16' OM_ TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. TO ACMIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. N) USE SIUCOMZED ACRYLIC CAUL( BEHIND WfANDOW FLANGE AT M JAMBS. SILL L.mW BE ATTACHED TO THE SUBSTRATE WITH VULKEM lid ADHESIVE CAULK OR APPROAEOS) USE SJUCOMZEO ACRYLIC CAW( FOR PERIMETER SEAL AROUND EXTERIOR OF wINDOw FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR•OW(NTITr LISTED WITH F NEXT LARGE SIZE. FOR THE APPROPRIATE DESIGN PRESSURE kE0'D. t 7) GLASS THICKNESS MAY VARY PER THE REOUREM£NTS OF ASTM E1300 GLA CHARTS. 24' O.C. MAX. (TTP3 B) WHERE SPACING BETWEEN TA CON ANCMCP.S EXCEEDS 24 IN. O.C.. /B SCREWS -Of SUFFICIENT LTH. TO PROVIDE MIN. $/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED. g) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE 6' MAX. (TYP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. - 11) SEE BACK OF THIS SHY. FOR tNSX*NAOMESr CA-jLR AT FRAME SILL17) APPLICATION OF VW(EM lld AOHESM UJLK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENOATICNS. TWO 12) WHERE WINDOW IS INSTAL_ED IN uASONRY OPENING WITH Am. STRUC EMBEDMETWO BY w000 BUCK. USE IF10 SCREWS ,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8 M13) WINDOW UNITS CAN BE uU!LED TO OTHER UNITS USING ALUMINUM TUBE uuLuON. SEE MULLION INSTALLATION SHEETS FOR REOUIREUENTS. I INTERNATIONAL: INC FLORIDA EXTRUDERS SANFORD,. FLORIDA T)TLE:iNSTALLATiON D=TAIL V/ ONE BY BUCK FIxED.FLANGE WINDOW — SERIES 1000 L 2000 l DRAWL BY: B3 APPROVED BY: Z 1- 2002 DATE: 10/22/01 SCALE: NTS DWG.: FLEX0018 SHEET I DF 2 PREpMED BY:'vaoMCT TECMMOLOGr cORP.. 250 IMTUt NAnoNu P<W+. SUNIL T50. „EATHRJA. lLOROA 3:r.B vHoNE Nor eos-o36s rAX sOT Bcs-:}6d SHEATHING BY OTHERS CALK BETvEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR u8 SCRE W ExiERB ROT'NISH HERS — PERIMETER / CAULK By OTHERS WINDOW HEIGHT EXTERIOR PERIMs TER CAULK BY OTHERS INSTALLATION ANCHOR — 48 WOOD SCREW EXTERIOR riNISH BY OTHERS I GLAZINC SEE NOTE 6 I' MIN. i33EEDNEMT WINDOW WIDTH I t/A, MAX. BY O rE S'HE SHIM SPACE j 11j'.L FLORWA B•®'A'F- SHIN AS REO'O.+J`` q 1G Ate, SEE NOTES) AlvT"-` NAME'. 1/4' KAX. uj, SHIM SPACE ", SM Ffly, # Y A+ GLAZING SEE NOTE 6) CAULK BETWEEN J J I WINDOW rlN I•MIN. En3EDMENTLSHEATHING SHEATHING BY OTHERS SECTION A -A HEIGHT r)N TYPE WINDOv FRAM SHIM AS REO'D. 1/A' MAIL SEE NOTES) WOOD FRAMING BUCK BY OTHERS vRM EXTERIOR FIN TYPE WINDOW FRAM A -aj ELEVATION VIEWED FROM EXTERIOR WOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION A`CNDR 3 SCREW CAULK BETWEEN VINDOV FIN L SHEATHING SECTION B-B PERINC TER EXTERIOR FINISH CAULK - BY OTHERS BY OTHERS NOTES• 1) SHIMWITH LOAD BEARINGSACHSMININSTALLATIONOWABEHORSHIM STACK TO BE 1/6-. 2), WINDOW FRAME MATERAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD FRAME. 6) USE SRJCONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND.EXTERIOR OF WINDOW FRAME. 5) USE •SRJCONIZED ACRYLIC CAULX BEHIND WINDOW 6) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS' ALSO OU LmED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE T WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS ISM AND 1000 SERIES PICTURE WINDOW.' _ B B) SPACE INSTALLATION ANCHORS AT 6 MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WIT: ANCHOR SPACING AS STATED, IS 70.0 PSF FOR ALL AvARABLE SIZES UP TO 73' X 71' OR 63' X 95' OR 119' X 37-3/?- MAX. 9) WINDOW( UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TU9E MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. DRAWN B) DATE:1 i l BY: PRODUCT TECMHOLOC( CORP- 250 VITERNAICNAL PKw. LAKE MARY. ILORJCA 32746 PHONE 407 COS-0365 rAA 407 OOS-0366 CAULK BETVEEN VINDOV FLANGE L v00D BUCK CONCRETE OR MA',•3NRT OPEMING By 0:4ERZ B XTE::E7 FInIS4 9Y OTHERS 1 PERIMETER CALK BY 07'eRS vINDOv FRAME MEAD EXTERIOR VINDDv FRAME SILL PERIMETER CA,%K BY OTHERS SKTERIOR FINISH 8Y DINERS 0 CAULK BETVEEN v03D BUCK L MASONRY OPENING BY OTI:ERS ONE BY WOOD BUCK BY OTHERS NO 1) SHIN AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD SCARING SHIM. MAX. AL_OWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAY: MATERIAL: ALUMINUM ALLOY 6063, INSTALLATION ANCHOR 3) 3/16' DIA. TAP`ON INSTALLATION A,NCKOR MUST EE OF SUFFICIENT LTM. TO 3/16' D:A. TAPCON A-MIEVE YIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PUCE TAPCON ANC43RS 6' FROM CORNERS & 26' 0. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATE] FOR TAPCON ANCHORS SHOULD BE FILLED W17H /6 SCREWS OF SUFFICIENT Uri. TO PROvIOE MAN. 5/6 IN. EMEEDMENT INTO WOOD BUCK. d 1-1/A YIN A) "ERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTgPAL TWO BY EMBEDMENT BUCK. USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/. MIN. EMBEDMENT AT SANE SPACING STATED IN NOTE 3. 1 5) USE SRJCO!atZEJ ACRYLIC CAULK SEANCE A: MEAD. SILL aOF r t/s' MAX.6) FOR P IMETERUSESRKOwZEOACRYLICCAULKFORPERIMETER SEAL. AROUND EXTERIOR d< 1 SHIM SPACE WINDOW FLANGE. 7) CUSS THICKNESS MAY VARY PER THE REOUIREA(EN:S OF ASTM E1300 GLASS. CHARTS, SINGLE GLAZING IS SHOWN, INSUUARNC GLASS 1S ALSO OUALLFIED. I 8) BUILD DOWN AROUND CURYED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF $uMEVENT S7RENGTH TO ADEOUATELY TRANSFER LOAD FROM WIN00W TO THE 'S7RUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIN EXTRUDERS 1750 SERIES h 20DO SERIES. SM14 AS RE. 10) ELEvCtONS S.-OW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF SEE NOTES) TruS PrWuCT TO ThESE TWO CCNFIGURATiONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS TPIAT CAN 6E MANUFACTURED FROM THE 1000, 1750. h 2000 SERIES DESIGNER FIXED WINDOW FP.A DING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE -MULLION INSTALLATION SHEETS FOR REOUIREMENTS. ' GLAZING (TYP. SEE NOTES) VINDOV FLANGEL CAULK BETVEEN7C7tr. R VODD BUCK CA1LK BETVEEN MAALWYYC nINO cFCT10N A -A BT OTHERS INSTALLATION ANCHOR 3/16' D!A. TAPCON SPIM AS REO'D SEC NOTES) WINDOW SHIM AS REO'D SEE NOTES) vinDOv FRAME JAMB GLAZING (TYP. SEC NOTES) PERIMETER CAULK By OTHERS EXTERIOR FINISH J BY DTMERS vINOOv vIDTM 1-1/4• MIN. En3EDnENi ONE By v000 BUCK By OTHERS IN;TALLATI?1 ANCHOR 1/16' DiA. TAKEN v CAULK BETWEEN v=7 BUCK L IIaS'r CiEN:NG C, ar OTHERS r CAULK BETVEEN vI.NDDv FLANGE L VMO BUCK NCRECOHERE TE OR MASONRYOPENING BY OTHERS CTICN B-B WINDOW WIDTH 1 A A L 1/A-)AAX. EXTER10P ELEVATION EXTERIOR ELwAT10N SHIM SPACE q,, FLORIDA EXTRUDERS, SNFORD, FLORIDA EMBEDMENT ONE BY vwD *([ i • s TITLETLANGE INSTALLATION DETAIL CONCRETE HEADER V/1 BY Bt:CK BUCK BY OTHERS DESIGNER FIxED VINDOV 1000. 1750, 6 20:0 SERIES DRAWN BY: BB 'APPROVED BY: U• 1 J'- DATE:02i12i02 SCALE:NTS DWG.: FLEx0035 HKrNCN Nt. C? . m ."r-43 - RH. iSf NM. •(f:v. /aONM N)M HOC rI C-011 Ir 41 K:•d{ 7 INSTAL' ANCsGT ... I 1-3/8" MIN. ONE By SUCK a:0 SCREV EuBEOuENi By OTHERS BUCK WIDTH 1/K MAX. SHIM SPACE BUILD DOvm CAULK BETvEEN CAULK BE:VEEN By OTHERS 7v0 By BUCK rLaNGF. L S..Ca:WING LALSO APPLES = TWO Br rRANING t.CONCRETEA SILL) 1) SHIu AS PEO'O. AT EACr. INSTALLATION ANCHOR WITH LOAD BEARING SKIM. MAX. BE OTHERS BY GTNERS ALLOWABLE SHIM STACK TO BE 1/4'. P_TWOOD tirPLI 2) M9NDOW FRAME MA7E3AL: ALUMINUM ALLCY 6063. ' IT CTwE:M ' MIN. 3) TAPCON INSTALLATION ANCHCAS AT SP' MIST EE OF Su.-r ICIEN7 LTH, TO AC:,I__IE SHIM AS PEC•D ' EMBEOu£vT M.N. EuBEDMENT 0: 1-1/s' INTO MASONRr cA GONER?. iD INSTALUTIGN T$EE NOTES) INETALLa i+ ANC.+CR SCREWS AT HEAD h JAMBS MUST BE 0; SUFFICIENT LENGTH TO ACHIEVE 1-3/5' o SCREW EXTCR;G F;NI SH — .. uw. EMBEOMENT INTO WOOD FRAMING AND BU4D DOWN WHERE REQUIRED. INSTAL ATION ANCHGRS & SCREWS TO BE PLACED 6 IN. rROu CORNERS A 2a IN. QITOTHERSO.C. uAX. W:NDOv FRANC CALM BETWEEN USE SUCC"FED ACPrjC CAULK BEHIND WNDOW FLANGE AT HEM. SLL k JAMBS. JAMS WINDOW 3UCKS) USE SR.ICOTRZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF t v^E!D BUCK y VANQOW FLANGE. GLAZING (TYP. \ r- 1/ i MAX. 5) G'}Id'iSSTHICKNESSMAYVARYPERT-E REOUIREMENTS Or ASTM E1300 CLASS SEE TES7 Q i SHAM SPACE CARTS. ANGLE GLAZING IS SHOWN, INSULATING LASS S ALSO OUALIFIED. Q7) BUR.O DOWN AROUND CURVED PORTION OF WINDOW FRAME 70 BE .ENGINEERED BY OTHERS. Bur.O DOWN MUST BE OF SUFFICIENT STRENGTH TO AOEOuATELr TRANSFER LOAD FROM WINDDW TO THE STRUCTURE. B) FLv?" EXTRUDERS 1000 SERIES OEAGNER WIN -..OW %40". THIS PRINT ALSO HETCP CAULK APPLIES' 10 FLORIDA EXTRLrCERS 1750 SERIES h 2000 SERIES. CONCRETE OR' PER BY : KCTCP 4) ELEVATIONS SHOW COMMON CONFIGURATKM. IT IS NOT INTENDED TO I"* USE OF rA$QNRT C-THERSTHIS PRODUCT TO THESE TWO CONrIGURATIONS. THIS SHEET APPLIES TO ALL PERINCTCR CAULK By OTHCRS SHIN AS oE0'D CCNFIGlRA:IONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. d 20LO By OTHERS tSEE NGTES) SERIES DESIGNER FIXED rr.NDOw FRAMING STSTEMS. 10) wwCOW UNIT CAN ALSO BE MULLED TO OTHER UIaTS USING ALUMINUM TUBE y1N50V VIDTH WINDOW FRAK MULLION. SEE MULLION INSTALLATION SHEETS FOR RE uIREMENTS. HEAD CXTER;iR (WISH SECTION B—B BY aTAERS WINDOW HEICNi EXTER;OR V:NWv FRAME - SILL PEiINETCR CA,,K By OTHERS EX'ERICR - r;ISw BT CTHCRS \\ SUCK HEIGHT GLAZ;NG LTTP. SEE NOTES) SHIM AS REO•D SCE NOTCU I 1/: MA,. sHol WAIF EXTERIOR ELEVATION CAULK BETVCEN J 4WINDOWFLANGE 0 ' t,ONE BY WOOD BUCK e L-1-I/:.NCAFMRAL FLORIDA B.O.A.F. ' CAULK BETVEMSEDMEPr E£ N IAMNACTUMR('' NAME: v000 }._K t NASCW.• v"'CNINu ev TH A ^ F X ' pAdl IT OSUCK* BTNEiS BUCK• T OTTERS _ I E, _ . cDNcR•_:E OR CFrT10N P.—A XAMR FELE L{ NASC E-- INSTALLATIONANCPVr—r, BY OTHERS 3/ 16' DIA. IAPCON f G el G I i1. •: WINGw kIOiH A WINDQw A. EXTEPIC' E° EVATION 1' VN SMC.7-ING B :NST.LL.iIyN MEND; SCREW <1 EXTERIOR rINISM - BY OTHERS PERIMETER CAULK BY OTHERS rim FRANC HEADER II GLAZING (TIP. SEE NOTES) vu70J HiIJ+1 EXTERIOR PERIMETER CAULK By OTHERS CAULK BEMiND FIN TVO BT BUILD DOvH Rr OTHERS SMiM AS RCO'D. SEE NOTES) UN' t1AtSPACE FIN FRANC SILL SHIM AS REO'D.- SEE NOTES) / EXTERIOR FINISH BY OTHERS B INSTALLATION ANCHOR SCREW (TYPJ SKAT-ING BY OTHERS r Nim gprCN1 SECTION A- A f L v. MAL x SP.ii TvO BT FRAMING EXTERIOR ELEVATION By OTHERS a, 9 H }^ • . ta• CAULK BEHIND FIN r •- Y L NOTES' 1) SHIM AS REO•D. ADJACENT TO EACH INSTALLA:NOH ANCHOR WITH LOAD BEARING SHW. MAX. ALLON.AP.LE SHIu STACK TO BE 1/4. 2) mNDOW FRAME YATERtAL: ALUMINUM ALLOY 6063. 3) USE SR.ICOwZED ACRYLIC CAULK, REMIND WINDOW F.M AT HEAD. SILL k JAMBS. a; USE SnXONZED ACRYLIC CA" FOR PERIMETER SEAL AROUND ExTERtOR Or WINDOW FRAME. 5) GLASS TwCKNESS MAY VAaY PER THE REO'JtREMEWS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING is SHOWN, INSULATING GLASS IS ALSO OWUrtEO. 6) SCREW ANCHORS AT HEAD. -SILL k JAMBS SHOULD BE IS SCREWS OF SUFFICIENT LYN. TO PROnE MIN. 1 IN. MtN.•EMBEDMENT INTO WOOD FRAME. PLACE JB SCREW AHCHOR5.6- FROM CORNERS AND 24- O.C. MAX.. 7) BTEuAROUND Of FRA"E TO BE RED BY OHRSS B0. D DOWNMUST BE Of SUFFLENTSRENGTH TO ADEOUATEL TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA 6TRUpERS 1750 SERIES k. 2000 SERIES. 9) ELEvATIONS SHOW COMMON CONF)GURATONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT 10 7HESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER rIxEO WINDOW FRAMING SYSTEMS 10) wNDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION 04STALLATION SHEETS FOR REOUIREMENTS. 2002 mi. INSTALLATION Dt: M SPACE ANCHOR SCREW (TIP.) TVO By FRAMING SHIM AS REO' D. Rr OTHERS SEE NOTES) CAULK REMIND FIN rim rRAl< JAMB 1 GLAZING tTIP. — L SEE NOTES) r L_ rpm ItBEp(JII S. CATMIM . Br CTMERS Cx1E; tOR EXTERIOR FINISH BY OT.CRS PERIMETER CAULK fvmbv VIB:N BY -OTHERS SECTION B-B w NT A EXTERIORELEVATION FLORIDA EXTRUDERS I SANE RD, FLORIDA TITLE: FIN INSTALLATION' DETAIL DESIGNER FIXED WINDOW 1000. 1750. & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/14/ 02 SCALE:NTS DWG.: FLEX0037 K—" h .RA[. 4t.•2.N .1. ..Rm.. \v.. 1MN IOU. .t•i-Ah...I . W..N M — M 1....1 M-.)M CONCRETE OR SHIM AS RE'O'D _ HASONRY OPENING SEE NOTES) BY OTHERS CAULK BETWEEN Docp rlANGz L W002 TUCK CAULK BETWEEN PfRiM_TER WOOD BUCK t MAS'Y. CPENING CAULK by BY 07HERSOTHERSSTUCCO By- OTHER C 1 INSTALLATiON ANCHOR B8 SCREW (TYP. WHERE — TAPCONS ARE NOT REO-DJ SLIDING GLASS C CR rRAnE SILL 7 D A INSTALLA7ION ANCHOR 3/ 16' CIA. TAPCON INSTALLATION ANCHOR B SCREW (TYP. WHERE ONE BY WOOD TAPCONS ARE NOT RE7'D.) BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME 1/ 4' MAX. JAMB p I SHIM SPACE 7 SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYP. DOOR H. EIGMT AfI 11 DOOR MATERIAL, ALUMINUM ALLOT 4062. . i) 7APCEN TYPE INSTALLATION AMCMQRS MUST BE Of SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEOCNT Or 1-1/A' INTO MASONRY OR COCRETC. y' ALTCR%ATC TAKEN INSTALLATION ANCHOR S•/RONT Tp BACK WALL FRANC IKNBCRS. ._. A) ' TAPCOX ANCHOR CHARY ON BACK Of THIS SKIT. 3) USE SILICOKRED ACRTLIC CAULK BEHIND DOOR rLANGE AT KAI) a JANBS. - _ • _ ^_ 6) IF SICT WOED ACRYLIC CAULK FOR KRIKYE4 SEAL ASE AMC%iLRIOR Or: p061 77V [%ACT D ., SIZE IS MOT lliIAT W SIGNOR CHART. USE ArS]Q7'DUYw7Ii7.lISTCO V:7N KIT LARGERSIZt.'fCRiK APPROPRIATE DESION PRESSURE RCtr0. ' B) / OR POCKET DOOR SECS USE CLOSEST I.PASS DOOM SRC t CDKIGWAtiON LO fW1SHK0 OPENWG L ASS THICKNESS S, W FRONT OF R R UIR: AS S)OVH- GLASS rTHICR7APP MAT VARY PER RCOUIRCMKNT2 Or ASTN OC IR SS LD BE. 3 IO) ALL fACTORT T LENGTH MOLES107 BEmix SCD FOR iWCON INTO V SM SUM RE f0.LCD'vI7M a8 SCREW: BOrSUNITSAPPROVEDLENGTHUPROv1MGHIHGLA• INLOKNT ICLA WOOD BWL ' 1:) DAM WIi ISORIRUSING E SEALED GLASS IN SINGMALL fiIESD OR SCALER INSULATING, CLASS,..An INSTALLATION BE 1/4'. D ! NAM ALL INSTALLATION AK•ORS MUST K M;C or =RO:ION RISISTAMT MATERIALS. 1 J I IS> VMERI •%• RESENTS MOviM4 PAKL A]:0 'O' REPRESENTS ri%ED PAr4L APPROVED A f COT ALL OWS ARE AS LISTED ON AKHAiR CHART ON BACKS THIS SMELT. I6) ONALLCWFIGUAREASLISTEDABOvCAREARTSmOV%0 W THIS OlAvl]4. HOWEVER INSTALLATION EXTERIOR ELEWA': ON SECTIONS •A-A'•'ST t HOOK STRIP DETAIL APPLI TO INSTALLATION OF ALL APPROVED I d CTIONS. EmBEDnENT 2 PANEL DOOR S 3VN 17) INSTALL TAPCON W C AIR SA faOAPPLIED WTALUTIW HOLES UNLESS NOTED OtKR St W14 AKI [ MART. BACK OF THIS KIII A 1-1/4' MIR IBM FLORIDA EXUDERS T00 S[R{CS SLIDING GLASS DOOR It SHOvw THIS PR:Mt ALSO APPLIES TO : d • 2= SCRIES AND SM'SARIEZ' .. .. .._ .... .. d A o - A O _ LIBERALLYAPPLY CAULKIW, UNDER SILL L INSTALLATION SNORER CONCRETE a< CONCRETE IN BED - OR3/16' CIA I.APCON SECTION A -A f-7/,' MAX. SHIM $AIL 1/4• MIN. EMBEDMENT 0 I ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN G WOOD BUCK S. M4S- Y. OPENING BY OTHERS SHIN AS' REO' D. I ( SEE NOTES) TEK-ERED GLASS TYP.) PERIMF. TER CAULK BY OTHERS S.G. D. WIDTH Q INSTALLATION ANCHOR 3/16' DIA TAPCON Q CAULK BETWEEN DOOR FLANGE t .WD BUCK 6 CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING Br OTHERS / INSTALLATION ANC)1' JR CAULK BETWEEN 3/16' DIA. TAPCON WOOD BUCK L '' MAS'Y. ,OPENING BY OTHERS 4 CAULK BETWEEN SLIDING CLASS Dora HOD( STRIP L: HOOK STRIP ` WOOD BUCK 1- 1/4' MIR EMSSEDNENi Q G 1 - TT ONE BY WOOD BUCK BY OTHERS STUCCO BY OTHERS V A. B- 0.4 . EMPERED GLASS / TYP.) SECTION h 4M_FACTURER ; 1 SLIDING GLASS DOOR T nr,cls k r.] 414 INTERLOCK MASTER FILE # .. _ HOOK STRIP DETAIL 21 T L APR IUTFBM CMGCQRU6 INC. 73• WTCNY.AIDD'HAL Aa'i•_ tVITC :A. KATH•e7v, ILOR:1. ]ZTA6. 407•6C3-0363 /AN 40.O:4•0766 8SHIMASRE'0•D wSC LAT[ CW ANCHOR Rfv SHEATHING ( SEE NOTES) BY OTHERS CAULK BETWEEN TWO BY DOORFLANGEWOOD By L SHEATHING BY OTHERS I 1/4• MAX. r \ AI F SHIM SPACE 1- 1/8' MIN. EMBEDMENT STUCCO OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS TEMPERED GLASS ( TYPJ r DOOR WIDTH 1(• a 1/4' MAX. SHIM SPACE TWO BY v00D 1- 1/8 MIN. By OTHERS EMBEDMENT SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER . CAULK BY OTHERS T 1 :tii iw DOOR M ' 11 r P?;:t": HEIGHT SECTION B-B L p ]nA UVERS SLIDING, GLASS. DOOR FRAME - SILL A INSTALLATION ANCHOR R8 SCREW TWO at WOOD BY OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING SLIDING GLASS ODOR I ; SHIM AS R£0.0. HOOK STRIP .. SEE NOTES) INSTALLATION ANCHOR.I-1/8' 08 SCREW EMBEDMENT CAULK BETWEEN / DOOR FLANGE L SHEATHING SHEATHING BY OTHERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO ( TYPJ STUCCO OR S_IDI!+G;'•. OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL:: 1 R MATERIAL• /LIRINLT! ALL07 6061 •'_.:. .,-_.:. _a._.: ___,. .. _ .._ 2, all INSTALLATION SCRCVS MUST K Or'STlrIC1ENT LENGTH TO A[MKVC MIN. CMICDKNT ' - Or 1-1/I'. INTO.VOOD..TAPCON.i TK INSTALLA113N AIOGRS AT. SILL MUST IC Or - AlfICIEMT LENGTH TO AdUCVC NIL CMICDME r Dr'1-1/4' IMTO'wSyRT ON COMMI '.:" INSTALLATION ANCHOR CHART ON IACK Or THIS SKET.. .. ... Na USE SILICOIZED ACRTLIC CAULK KMRN.D DOOR fLSEA A. HEAD L JANIS. SM USE SILICONIZEO KRTLIC CAULK rOR KRINETEa KAL AROUND.[XTCRIOR Or DOOR." ' LI jr EXACT DOOR SIZE IS NOT LISTED IN AKOR CHART. LK[ AMOGR DWUNTITY LISTED %nTN-Kxl LARGER SIZE. rOR THE APPRD RIAT['DCSIGM RESARC'RCO'D... _____..._.... OOM _ 7) rOR POCKET DSIZE/ USC.CLOSEST IrPASS DOOR SIZE L COWIGURATIOM TO rDUDCD OPENING PIKE INSTALLATION AMOOIS. IN FRONT Or MC3c STRIP 'AS SMCVN DM GLASS THICKNESS MAT VARY PER REQUIREMENTS Or AST" C1000 CLASS CHARTS 9) .DOOR UNIT IS APPROVED USING TEMPERED. GLASS In SINGLE &LAZED OR'INSULATING GLASS. 10, JANI /' SILL CORNERS ARC TO K SCALED.VITH A SMALL J01NT:S[AN'SCALClt '_" 111 SHIM AS RCD'0. AT CA SET Or INSTALLATION AHCMOK MAX. ALLOVAILC SKI- STACK TD•_K 1/4'. I N All C a' REPRESENTS NTS PCMUSTN MACE Or pRROSION RESISTANT NELE-M - _ 32) ALLvmEI ' A LATION K ;?S MU PANEL AND 'O' kEPRES3tMICN'S SIXCDSTA PANEL RIALS VCO COIIGRATTONS ARE AS LISTED DN ANENOt CHART ON 11 Or'I-IS'SNECT. EXTERIOR ELEVATION uLOT ALL COWIGURAT)DMSLISTED ABOVE ARC S.TPM ON THIS DRAVIG.' MOV VIR pSTALIA[1ON_' CTION2 •A -A'. 'B-t' L MOO( STRIP DC7A:I AP? T TO INSTALLATION Dr ALL APPROVED EMBEDMENT COWIGARATIONi D G A 1- 1/' MIN. ISM _FLORIDA EXTRUDERS I000 S[RiC3 AIDING &A/S DOOR IS S+OVn THIS PRINT KSO APPLIES TO 2 PANEL'DOOR SHOWN2000SERIES. AND S00 SERIES... LIBERALLY APPLY CAULKI•^.G LINDER SILL OR SET SILL IN' BI. INSTALLATION ANCHOR IF CONCRETE ., 3/16' Dln. TA?CON. SECTIOWA-A F 12002 J DESCRIPTION DATE INI r L a p T n /. I T EXTRINC RS- SANFORD FL. f 1 1J t'1 _ ^ z TITLE: SLIDING. GLASS DOOR INSTALLATION' WITH #8'SCREWS'" DRAWN- BY: ?B- APPROVED BY: ATE: 12/17/01 ! SCALE: NIS IDWG JfLEXD027 SHT I OF PMPAsrM n. MRDDY[r a YNIICATTD. [N4CMUR9NG. INC. 2.7 IMT[RNATTCA Kr, =TC Up/, MEATMMDV, rLDR:IML 3417". AM740•MYD ru NM7-9R2-47LL a 1000 P.VJDESIGNER SILL (TYPJ 18 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT E VINODV F{ L KAAMN SST BETVEEN- 1 \-18 X 3/4 SELF ' VINDOV FLANGES L KILLION 1000 SA TAPPING SMS MEAD (TYPJ SEALANT VD+FLANGES N SECTION A —A (1) L MILLION 1000 r P.VJDESIGMER SILL RYPJ . 18 X 3/4 SELF TAPPING SMS 1X27/16X1/8 1 1 T TUBE MULLION SEALANT E VD=V FU L MLLMN 18 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETVEEN SECTION A —A (3) VINDOV FLANGES L MULLMN 1000 P.VJDESIGNER S SETVEEN FrSILL (TYPJ L KA LIDN 18 X 3/4 SELF TAPPING SMS tx4xve I—i(Y, TUBE MULLION 18 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (5) 1000 P.VJDESIGNER SILL (TYPJ 18 X 3/4 SELF TAPPING SMS f7y1X2X3/ 8 MULLION i ` /8 X 3/4-SELF 10D0 .SJti -: TAPPING SMS HEAD (TYPJ SECTION 'A —A (2) 1000. P.VJDESIGNER SILL (TYPJ . 48 X 3/4 SELF TAPPING SMS I X27/16X TUBE MULLION SEALANT BETWEEN 1NDOV FLANGE - L MULLION APPLES TO HEAD k SILL WHERE 1' X 4' AUXILIARY PLATE AI C 2' X 4' TUBE MULLIONS ARE USED TM ADDIRDuI ANCHM . V/FN REDUDtED) SHEATHING INSTALLATION ANCHOR 18 WOOD LL!>r SCREW (TYPJ 0 7 EXTERNAL MULLION INSTALLATION CLIP . TWO BY WOOD BUCK BY OTHERS 1000 P.VJDESIGNER SILL (TYPJ 18 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 f—UYl / TUBE MULLION 18 X 3/4 SELF 1000 S.M.TAPPING SMS HEAD (TYPJ 18 x 3/4 SELF .. TAPPING SMS SEC11ON A —A (4) loon ix HEAD (TYPJ - 1000 P.VJDESIGNER SILL (TYPJ SECTION A —A (7SEL) p TAPPING SMS F 0 l+ ' 1 X 4 X 3/8 iL'-" TUBE MULLIIu- UV k atu FILE # 08 X 3/4 SELF 00 S.M. 10TAPPING SMS HEAD ( TYPJ SECTION A —A (6) DETAIL C 1 KULLION APPLIES TO HEAD & SILL MTIOM V X 2' A V X 2 7/16', TUBE MULLIONS ARE USED DETAIL 8 Tlmc INSTALLATION ANCtOR RB VODD, SCREW T7P) HDRa CLIP L1 1/8' MIN. EMBEDMENT, - w T- FLORIDA EXTRUDERS mEmAT1oNA4"Nc SANFORD. FLORIDA TITLE: SER. 1000/ 1500 'FIN SHEET 1' .OF - 2_:- TRIPLE HORIZONTAL `MULLION SECTIONS SEE OTHER SIDE (SHEET '2 'OF 2):-FOR DESIGN PRESSURE "CAPACITIES., DRAWN BY: MSH - APPROVED' BY:" DATE: 2/6/02 SCALE:NTS-- - DWG.: 1HMFINTR SEALANT HETVEF7N 1000 P.V DESIGNER TYPICAL MULLION TO CONCR`TE O'JAMB SEALANT FLANGES SILL .VJDTTPJ (APPLIES TO JAMB WHERE 1' X 4' tVINoaVMULLION r 1000 P.V./DESIGNER r 2' X 4' TUBE MULLIONS ARE USED) Q . SILL (TYP.) /! # 8 X 3/4 SELF48X3/4 SELF TAPPING SMSTAPPINGSMS CONCRETE DR NASONRY BY OTHERS IX2X1/8 1X2X3/8 TUBE MULLION TUBE MULLION SEALANT HETVEEN ONE BY VOOD LVENmvMULL FLANGES '' IRAL F0:;DA B.O.A.F. BUCK BY OTHERS L MULLION - A , . Q tl8 X 3/4 SELF . 1000 SJi TAPPING SMS HEAD (TYPJ SEALANT V V HFELAANNGESS SECTION A —A (1) t KAAMN L, 000 P.V./DESIGNER ILL (TTPJ tl8 X 3/4 SELF TAPPING SINS j IX27/16X1/8 f—t(I! l / TUBE MULLION SEALANT BETIVEEN VIIDOV FLANGES L MULLION tl8 X 3/4 SELF 3000 S.H. TAPPING SMS HEAD (TYPJ VIrM FLANGES SECTION A —A (3) L MULLION 1000 P.V DESIGNER . SEALANT BETVEEN SILL (TYPJ VINDOV FLANGES 48 X 3/4 SELF L MULLM. TAPPING SMS 1X4XL8. n lnn r TUBE MULLION AQ."II'BJ 7'ioR/Gbt. .FnPy ERS . tl8 X 3/4 .SELF DUS M F]U 1000 S.M. TAPPING SMS _ HEAD (TYPJ SECTION A —A (2) 0 P-DESIGNER 1000 P.V DESIGNER INSTALLATION ANCHOR 3/16' DIA TAPCON SCREV ANCHOR (TYPJ EXTERNAL MULLION INSTALLATION CLIP . r! 00 L (TYPJ SILL (TYPJ SILL Q tl8 X 3/4 SELF tl8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 3/8 TAPPING SMS 11 r TUBE MULLION "2 X 4 X 3/8 I 1 1/4' MIN. I 1 / TUBE MULLION EMBEDMENT SEALANT HETVEEN VINDOV FLANGE - L MILLION u \--#B X 3/4 SELF 1000.S i TAPPING SMS HEAD (TYPJ SECTION . A —A W 1000 P.%dAXSIGNER rSILL (TYPJ 0 8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/6 TUBE MULLION t8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYPJ SECTION A —A (7) T - tl8 X 3/4 SELF 08 X 3/4 SELF TAPPING.SMS TAPPING SMS 1000 S.H.;i000 S.M. 18 ZC HEAD (TYPJ HEAD (TYPJ SECTION'A=A-. (5) ___..::.'SECTIOWA—A (6) . IEIAIL R ._ .. .. .. r— A FI FVATION '•'^.' i VIEWED FROM, EXTERIOR - FLORIDA EXTRUDERS- &4,vxNpm., TwNA4 imsaNFORn, Fz,oxma MIZ: SER. 1000/1,500.' FLANGE' SHEET - 1..-OF'. 2: TRIPLE- HORIZONTAL 'MULL -ION- SECTIONS'---' SEE OTHER SIDE . C SHEET' '2 'OF'..2) .FOR DESIGN_,PRESSURE CAPACITIES_- DRAWN &: MSH . '. APPROVED • BY: DATE:2/6/02 kALE-N.TS._.- DtG.: "•,1HMFLGTR' 1000 P.VJDESIGNER SILL .(TYP.) 48 x 3/4 SELF TAPPING SMS Ix2x1/8 TUBE MULLION SEALANT BETWEEN VINDDV FLANGES- L MULLION SEALANT BETVCENJ U - 08 X 3/4' SELF L LIFEES 1000 SA TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION -A—A (1) L MULLION rIDW P.VJDESIGNER SILL (TYP.) I O8 X 3/4 SELF TAPPING SMS I ,X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN VIMDOW FLANGES L• MILLION U ` B8 X 3/4 SELF 1000 Sii TAPPING SNS HEAD.(TYP.) SEALANT BETWEEN SECTION .A —A (3) WINDOW FLANGES L MULLION 1000 P.VJDESIGNER . BBET6 V d vSILL (TYP.)LAME L-MULLION 08 X'3/4 SELF ' TAPPING SMS 1X4X1/8 TUBE MULLIONir 1) ' . A .... .- .11 08 X 3/4 SELF TAPPING SMS1000SA HEAD (TYP.) SECTION `A —A (5) 1000 P.VJDESIGNER SILL (TYP.) AUXILIARY PLATE TM ADDITUWAL MAIMS; VNEN N DETAIL C0Bx3/4 SELF 0 TAPPING SMS I 1 X 2 X 3/8 FMO• O TUBE MULLION — — r NULLtm TVO BY VOOD APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING r- INSTALLATION ANCHOR 08 VOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP 09 x 3/a SE BU K BY OTHERS FWRW aD.A. . 1000 S.H TAPPING SMS HEAD YTYP.) MANUFACTUMMNAM MULLION SECTION A —A (2) 10W rP. V./DESIGNER SILL ( TYPJ 08 X 3/4 SELF g SIGNER S / rr A TAPPING SMS . I X 2 7/16 X l L_ A. TUBE MULLION3/4 SELF NG SMS 2 X 4 X3/8-LION - TUBEMUL3 - 1.. 1/8' MIN SEALANT BETWEEN/ VINDOV FLANGE L MULLION 08 X 3/4 SELF I000. SJ4. TAPPING SMS HEAD ( TYP.) SECTION A —A (4) P. VJDESIGNER r1000 SILL (TYP.) ' 08 X 3/4 SELF TAPPING SMS I X 4 X 3/8 Ard- or--mml TUBE MULLION U 08 X 3/4 SELF 1 S.K TAPPING SHS cooHEAD '( TYP.). . SECTION A —A (6) EMBEDMEN i1iYeIlQB VIEWED FROM EXTERIOR" DETAIL B 'APKMS TO HEAD & SILL WHERE V X 2- k 1' x 2.7/1 -TUBEwULLpMS ARE USED" 8' TALLATIIIN mom 08 VmD.SCREW R. PJ .. . NCRTZ CLIP. 08 X 3/4 SELF , TAPPING SMS 1000 S.H. SECTION -A—A' O HEAD ( TYP.) FLORIDA we EXTRUDERS'NTERNATIONAL, SANFORD; FLORIDA r'; _,,,:, po2 SER.'- 1000/ 1500 FIN SHEET • 1 OF .2 H R TWINI ZONTAL MULLION SECTIONS- s_> SEE OTHER SIDE (-SHEET-2 OF 2) FOR DES I GN:. PRES SURE CAPACITIES fA BY: MSH APPROVED. BY: DATE: 2/6/02 SCALE: NTS DWG.: 1 HMF I NTW SEA:A\T BET`:E- VINI20V FLANGES L MULLION !^^ii P.V'./DESI::'\ER . I SILL tTYP.) eS X 3/4 SE; -F TAPPING sms X2X1/? T;;gE MUL_IGN I SEALANT VINv'V FLAhL•ES— L MULLiO.N aE X 3/4 SELF 10 S w TAPPLY - SMS ALANT ar _N~ viND Iv : LAN Es ; CTION A -A (1) L !^JLLICN . F! CL3 P.V./DES:CNER SILL (TYP.) T X 3/4 SELF TAPPING SMS I X 2 7/I6 X 1/6 r TUBE MULLION' SEALANT 3ETVEEN VL\C:,V FLANGES- L M a-LICN k8 x 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ SEALANT 2CTVEE4 SECTION A -A (3) VINLCV FLANGES L MULLIaN r10v0 P.V./DF.S:GNER' SEALANT BEi'JE-h 1 SELL (TYP.) VING'7• V FLAN-S VE X 2/4 SELF L NGLLIDN 111 APPING SMS X 4 X 1/8 Ira gr.--Vnl , tea. I4.iLLiu;. 1 t8 X 3/4 SELF R I0G0 S.H. TAPPING SNS .. 11EA] (TYPJ c:F^T'ON A- A (5? ESIu'NER I TYPICAL uULJON TO CONCRETE C JVJS r oG P,V, SILt <TY// DI) I (APPUES TO .AMB WHERE I' X 4' I k 2' X 4' TUES MULLIONS ARE USED) Q I Y= X 3/4 SELF I 1 TAPPING SMS !1 CLDiCRET"c OR MASZNRY 1 3Y OTI,ERS I X 2 X 3/ 3, I I i- L`+STALLATiON ANQvR. 3/16' DIA. fTAP:, S:RE V ANCH^_Q • (TYP.; TL3L E% LiaN4L .NJLUGM1 B'! WOOD— : 4 STALLA'Jav CLP_ y.NTRAL FLOR t A 57..h1rII...I 2U+< BY OTKERS 4 1 Y rta a Y .p aS X 3/4 SEL-L R(p'J vsu+s+'. 1 it+y 1C9r. S4 TAPPINC SMS I j A TTr-' ; cCTiON A —A (2) . I 5"TF4 i Fn+v' . SILL (TYP.) SILL (TYP.) r US X 3/4 SELF i a APP .NG SMS S X 3/4 SELF 'Y . i X 2 7/16 X 3/o TAPPING SMS TUPE MV L13N C X 4 X 3/8 I L1 1/4• MIN, NjflUB ti IcMBEDME1:i SEALANT BETVEEN ViN3DV FLANGE L M(P.'_I'0N e x 3/4 SELF lOGO S.ri TAPPING SMS HEAD (TYP.) SECTION A —A (a) r-ICBO P.V./DESIGN'ER SILL (TYP.) k8 X 3/4 SELF TAPPING SMS X 4 X 3/8 I YS X 3/4 SELF TAPPiNC SMS iEAD (TYP.) c'CTION A --Al a8 X 3/4 SELF TAPPING SN,S. 1CC^. S.H. HEAD (;YP.) SECTION A -A (7) I4iiu.: tr TWIK, CAPE. S_ Ic J DE< DRAWN BYFEB1.5 203 DABzia DEIAIL a ELEVATION ViE'NED FROM EXTERIOR 7 1000 P.V./DESIGNER SILL (TYPJ 88 x 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES- L MULLION SEALANT, BETWEEN u _ L MULLION ES 88 x 3/4 SELF 1000 S.H TAPPING SMS SEALANT BETVEEN EAD (TYP.) VINDOV FLANGES SECTION A —A (1) t MULLION r1000.P.VJDESIGNER SILL (TYPJ I 08 X 3/4 SELF TAPPING SMS . y1 1 X 2 7/16 X 1/8 TUBE MULLION eaE SEALANT BETVEEN VINDOV FLANGES- L MULLION 88 'X 3/4 SELF 1000 SA ,TAPPING SMS HEAD (TYPJ SEALANT BETVEEN SECTION A —A (3) VINDOV FLANGES L.MULLION 1000 P.V DESIGNER SEALANT BETVEEN 1 SILL (TYPJ v[NDOV FLANGES L MULLION 88 X 3/4 SELF TAPPING SMS I X 4 X 1/8 TUBE MULLION _ 1000 P.V DESIGNER AUXILIAI Y PLATE APPLIES TO HEAD k SILL WHERE 1' X 4' rSILL (TYPJ ODR ADDITMNAL ANCOM WEN REOU[RED) d 2' X 4' TUBE MULLIONS ARE USED 88 X 3/4 SELF ODETAIL TAPPING SMS _ SHEATHING . 0 o IX2X3/8 TUBE MULLION 0 INSTALLATION 'ANCHOR t8 VOOD SCREV.(TYPJ. EXTERNAL MULLION - INSTALLATION CLIP 08 X 3/4 SELF CENTRAL. F`LGRWA R.O.A,D BY VDOD tK SY OTHERS _ 3000 S.K TAPPING SMS. MANUFAL'TUiiER N HEAD..(TYPJPitY MULLION SECTION A -A (2) IODO P.V./DESIGNER MUSM FM # SILL (TYPJ' DEIBILC r-- A 08 X 3/4 SELF 1000 PV DESIGNER TYPTAPPINGSMSSILLJ -- 1 X 2 7/16 X 3/8 L_ A /. TUBE MULLION t8 X 3/4 SELF TAPPING SMS 2X4X3/B - TUBE MULLION SEALANT BETVEEN VINDDV FLANGE - L MULLION ' B X 3/4 SELF 1000 S!i TAPPING SMS MEAD (TYPJ SECTION A —A (4) 1000 P.W./DESIGNER SILL (TYPJ t8 X 3/4 SELF - TAPPING SMS 1X4X3/8 r--M. T TUBE MULLION 08 % 3/4.SElF t8 X 3/4 SELF 1000 SATAPPING SMS ` 1000 S.H.TAPPING SMS HEAD ( TYPJ WAD (TYP.) SECTION' A —A (5) 'SECTION A —A (6) VIEWED FROM EXTERIOR DETAIL 8 . APPLIES TO HEAD. h SILL. WHERE I' X 2" 6: I' X 2 7/16' TUBE: MUUJONS ARE. USED TALLATIEN. ANocR .. 08 %= SCREV c riP. 48 Nam ELv X 3/4 SELF TAPPING SMS Tooc S.M. SECTION A —A (7) HEAD ( TYPJ I V8' MDi EMBEDMENT..._. FLORIDA EXTRUDERS wT ATTON4',' Ic SANFORD,- FLORIDA SER.:.1000/ 1500 FIN.'. SHEET 1 :OF:2 HORIZONTAL -MULLION SECTIONS SEE OTHER SIDE ( SHEET 2, OF - 2>J. FOR DESIGN PRESSURE CAPACITIES 9 Y() ;: `' DRAWN BY: MSH APPROVED BY: DATE:2/ 6/02 I SCALE: NTS DWG-: 1 HMF I N C c 1CG0 ?.V./ cS!GNER I YPiCAL MULLION TO CONCRETE G dAME 1 1000 F•.v./;:_SIGNER r (APPUES TO ,w)r° WHERE I' X 4' a— T-+ A]L S?_L (TY?.) J SELL (TYFJ I L• 2' X 4' TUBE MULLIONS ARE JS_Q) e X ?/4 SELF I _ iA X 3/4 SELF fTAFPING SM•S TAPPING SMS i CONCRETE OR NASONRY SEALA,Y 3cTV cA L'iN'xV FLANGES- L MLL; MM SEALtNi 3=TVEE+NI 'oE X j/s $ELFV1N1:GV FLANG-,S \TAPPiN_ SMSsr.IL:D:r: COG s SEAL 1.1 E_TJ:EPi VIN23V FLANS SECTION' .A -A• (? } L MULLIC44 FCGG RV./DESIGNER SILL (TYP.) E X 3/4 SELF TA'FiNG SMS i X 2. 7/15 % 1/8 TUBE MULLION SEALANT BETVEEN VIND_v FLAN*ES- L MULLION 08 X 3/4 SELF 1CGG S.H. TAPPING SMS HEAD (TYP.) SEALANT EETVEEN cr CTiON A -.A Q VINDOV FLAN' .S L K; LLIDY IFmoo F.V./DESIGNER SEALANT SFTVEEN SILL (TYP.) VINOO'r FLANGES; 06 X 3/t SELF L MLLLICN TAPPiNG SMS 1 x 4 x 1/ e AnrcIFvin / IUBL MLLLIIL`l ' 08 x 3/4 SELF TAPPING SMS 1000. SA . . HEAD (TYP.) cPr7i.9N A —A .(5). I BY OTr{_RS i I 1 ENSTS ATICN ANCH y7 3/16' Di0. ri : X 3i e - I l TAPMN S:<=V A7iCfLR (TY?.) EXTERNAL K.LLMN -. GNL, BY VOED_ INSTA LATIu'N CLIP OTHEQS CENTRAL. FLORIDA .' B.O.A.F. L : TAPP!N SMs h&NUAC TLMR . NAME: I I' SAD (T7?.) f2dR/DA XTRvDERS i ! t SEC7•'Oi: A -A U2) DASM11 FfiLE I--1CGC P.V./DES!:a:R I I I SILL (TYF.) I a tI M9 X =/4 SLLr I_vj TAPFiK: SMS I x 2 7/16 X 3/8 SILL (TYP.). TU?E MULLION i 1 1/4' M!N. E X 3/4 SELF EHBEDrENT TAPPING SMS 2X4X3/0 F—IiTJ-I T P,nE MULLION SEALANT BETVEEN VINDOV FLANGE - L KILL. WN a8 X 3/A SELF ... IG00 S.0 TAFPING SMS HEAD (TYP.) SECTION A -A (4) F1000 P.W./DESIGNER SILL (TYP.) 1 / 08 X 3/4 SELF T A?P;NG SMS IX<x3/8 F-- VlI, Ir IJL- FlVlt lta yr. x 3/4 SELF TAPP;NI: Sms COO S.n. HcP.D (" rJ a x.3/4 SELF TAPPING SMS 1_70`S>;.... SECTION A -A (7) FLEVATiON VIEWED FROM EXTERIOR I'U:SER, .1000/1_500 FLANGE SHEET., 1 OF: 2 HORIZONTAL 101LLION SEC -IONS i S=L LI I _ 'R SIDE l S'TLL F Lir 0R DESIGN PRESSURE CAPACITIES . DRAWN BY: N;SH . APPROVED BY: 15 2002... DATE:ri 4102 ..- SCALE: NTS:' DWq.: 1 HMEt_G 5 1000 Sit I X 2 X 1/8 1000 SA JAMB (TYPJ TUBE MULLION JAMB (TYP.), c t8 X 1/2 SELF TAPPING SMS 1X2X3/8 TUBE MULLION t8 X 1/2 SELF TAPPING SMS LnJ 2 X 4. X 3/8 SEALANT BETWEEN SEALANT BETWEEN TUBE, MULLION VINDDV FRAME WINDOW FRAME 6 141LLI 1 t MULLION a8 X 1-1/2 SELF ae x 1-1/2 SELF TAPPING SMS TAPPING SMS FSECTIONA —A (1) - SECTION A -A (2).*.'- 1000 S.H. X' 2 7/16 X 1/8 1000 Sit TUBE MULLION JAMB (TYP.) 1000 S.M.(X 2 7/16 X 3/8 JAMB (TYPJ l TUBE MULLION JAMB (TYPJ 08 X 1/2 SELF TAPPING SMS 08 X 1/2 SELF TAPPING SMS 1 1/8, MIN. EMBEDMENT TWO BY WOOD BUCK BY OTHERS MULLION t8 X 1/2 SELF TAPPING SMS r'• , EALIWT BETWEEN 88 X 1-1/2'$ELF WINDOW FLANGES SEALANT BETWEEN WINDOWFRAME TAPPING SMS t MULLION WINDOW FRAME a MULLION &'MULLION SECTION A —A (7) a8 X 1-1/2 SELF 48.X 1-1/2 SELF. TAPPING SMS TAPPING SMS DETAIL C SECTION- A -A n SECTION A -A (4) rr 1 X 4 X 1/8 1 X 4 X 3/8 ,1C• TUBE MULLION TUBE MULLION. >• JAMB ( TT j, I I I I JAMB 0( TYP.) 18 X 1/2 SELF TAPPING SMS DETAIL C SHEATHING INSTALLATION ANCHOR't8 WOOD SCREW CTYPJ EXTERNAL MULLIIIN INSTALLATION CLIP APPLIES TO HEAD k SILL WHERE 1" X 4' ' k 2• X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD do SILL WHERE 1'. X 2" 1' X 2 7/16• TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL D SCREW TTPJ SILL CLIP 11/ 8• MIt1' EMBEDMENT SHEArKM ' VCDD PRAKU4 AUXILIARY- PLATE FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) A A — — — URIDA O O icto X 1/2 SELF TAPPING SMS t8 SELF -TAPPING \ SMS ( TYPJ r ` DETAIL B MULLION ELEVATION Q VIEWED FROM EXTERIOR SEALANT BETWEEN SEALANT BETWEEN MULLIOFRAMEN- al"LI "'E 1 F 3 2002 M8 X 1:--1/2 SELF a8 X.1-1/2 SELF TAPPING SMS TAPPING-SMS SECTION A —A (5) SECTION' A —A (6) FLORIDA EXTRUDERS,D D, F ORIDATrr, LE: SER. 1000/ 1500 FIN SHEET. 1 OF. 2 VERTICAL MULLION SECTIONS = SEE OTHER SI DE ( SHEET 2 -OF '2>. FOR DESIGN PRESSURE CAPACITIES " DRAWN BY: MSH APPROVED BY: = -` DATE: 2/6/02 SCALE:NTS- DWG.: 1VMF-IN SA _ -_ x z x i IC-'o S.H. 1 x z x 3/8 I ONE BY WOOD__ DETAIL 'C TY?.) j '.'E_ MU__:uh, JAM3 (TYP.) riz-r- XULLION 3t:CK EY OTHERS \ . 1 £-!;£4E'= OR MASONRY gr GTN= KS 1 )/a' HIM 4\ / Q , 4E X '!c SELF rt8 X ii2 SE:F EMBEEMENT TA. S!(S TA?PING SKS ., 4. I . SCa ANT BET ':: SEALANT. 3ETVCEX L!F, NS?ALL.4TI=N'ANG_4 VIE' S1A. i MULLI•LN xv ' i c X a X 3:E? e Y '''/?.$_- "asX 1-1/c SELi - _ ,C.. :>.ER AL HULLi]NTA?PI\= S`:S ...iN= Sr-S _,_. J'. NS-a: arrntiCLSPSECTIONi1—A i I SZCTiOi,: A i 2 i fcx.ML'L'_SC TO 'CONCnETE :+emsi (i ;DUES TO i4EAJ' & SiLI WH_RE 1 X r: k 2 7/.6 h /E S I f a 2 x 7L;8_ MULLIO..S"ARE :SEC` TU= MULLMN r i X c 7i1<_ x 3/6 .ADO L^'c S 1- tC T S.,L / TUBE MlAliuq JAMi1 CTYPJ `. I ! ' JAM° (TYP.) JAM3 (TTP.) uE X ?/= SELF I r INSTALLATION ANCHOR 6 x E/2 SE:F a8 X 1/2 SELF TAPPT.NG SUS I II I 1 3/14' DI.A, T4FCGN TAP?I."7 SMS TAPPING SMS i SCREV .ANCH(St tiYPJ 7k k8 % :-1/2 SELF SEALlJ:T BETWEEN I_ Q SEALANT BE VEEN SEALANT OcTVEEN TAPPING SMS - VIND^V FL4NLS VIN'S)v FLANGES VINDOV FLANGES L MULL10i :'EM3EDMEVT. L MULLID4 • b MULLSEICN SECTION A —A (7; 98 X 1-1/2 SELF S X ._I;2 ,_r \— PRECAST SILL Br OTAPPINGSMSTAPPING :SMS DETAIL C THERS L:IX1! leRY P?.ATFS,`-._•C110N A —A (.5; SECTION •",—A i4i CFCQ:aDD:TICNAL ANCHORS, V',_N REDUIRED). IX4X1/E iX 4X3/6 1 _ f TUBE MULLION TUBE MULLION' I p .O• • — T':. Q A I a . i I . Ij Op I OC S.K 'j MCC S.H. JAMB CTYP.) I JAM3 (TYP.) . 1, I ra mac, c r•,.00 vr .. I I Nig i Iny_/ ; I SMS CTYPJ — DF7An_ ELcV. ATI^v!R . pE x 1/2 SELF r8 x t/2 SELF VIEWED PROn! EXTERIOR " I TAPP1Kfi SMS c t A P`NG SMS `--'----- ; FLORIDA EXTRUDERS=DYTERNAnONAL: 'Nc 1 I SANFORD, FLORIDA MLE: SER. 1000/i5uO—FLANGE: SHEET I. OF 2 VE K e H_ 1'"ULL I EN SECT IONS SEALANT BETVEE!4 _ _ SCALatii`EET 2EH V! NDr?V FLANGES VMD v FLAN s i S<<. L TH R SIDE (SIHEET-:. 2 P "'2) :- F5R_ ' ION \ " M" DcS?GI4• PRESSURE: CAPACITIES:::"''''"' b8X1-!/c SELF — 06 x I-i/2 SELF TAPPING SHs . TAPPING-SMS FEB 1 , L 5 , 2_. DRAWN EIY: t S• nPPxovED BY:.' 5E C-1GN A —A " 5 =l iViv y—A i o' ;DATE:2/ 1 /02 SCALE: N T S DWG.: 1 VMFLG I IGoo S.'r /- I X 2 X I/E loCC S.N. JA!I? C'Y?.) i TUBE M 1-ICS :nHS (TY?.: E X 112 S=LF TAPPI:* Smi IX2X3/E TL;i_ MULLION its x 1/: SELF 2 X 4 X.3/6TAP?iNG SMS TYPICAL VEPMCAL TO 'r.OR'ZOtiTA_ MULLION TO IJULL',^:r tg--- \ . HT... rs__ loc.. S. Sra_Av- E=?LTEN \ SFAL ANT 2Z7v:: N .t r':Niit:V r '.AtiC_S .. C L !`L1.10.r 6 :x_ 'A F;xc- SHE TA.??iN SAS N / %r1:0.V AECT:OA—A (2.' f vit t 1/O c /^' 1 X 2 7/1E x 3/E m v3= H iLL:C : JAM2 ( TYP.) JAM3 (-YPJ 09 X I/2 SELF TAPPING SMS I I so X .1 = S:_T' TFP=: hi,SINS I 5R _ PX P:U_L 1 ' rNTERNAL CLIP 0 3 INSTaLAT13': &* r-'CC SEALANT B=TVE:N WINDOWFLANC£S I x 1-1/2 SELF I SCREW ANDHCR aw.) n; LLIa. TAPPING Sys I' SECTIONA=A (7) ( SILL CLIP 3 X 1/2 SELF TAPPING SINS F— i• Q • SEALANT BETWEEN SEALANT BETWEEN . VINDOW FLANGES WINECv FLANGES uE X 1-1/2 -SELF KA. LION L IN.UIEW TAPPINZ-SMS TAPPINGSMS. ' ' • SECTION A —A Q SECTION A —A (4) vi x 4 x 1/E 1x4x3/8 TU3E NULL ION TUFf LION Sx. loco S.H. FtoRo A "a : 4d AN taco ., S-H., JANa ( T•vp) 1 IWA a6 x t/2 SELF #6 x 1/2 SELF TAPPING SMS TAFFiNG SMS SEALANT BETWEEN SEALANT B_TL=17 3 WINDOW FLAN:;ES v1Nv rLxuEs ae x 1-1/2 S-L' L Ml1LLUIN -• --' L INUL°_ION.. .. TAP=R•K SMS r8 X 1-1/2 SELF SECTION A —A (5) TAPPING SMS St- C-iOP k—A. !c, 4z: 11/ 4'MIK Q E"7 DMENT PiEC4ST SILL 3Y OTHERS' AUXIUARY- PLAT t ' ' Cr"]< A21,ITI13NAL A.`G:-iMS. WHEN REC LQELi JLL0 -- I ML.. i1ON IOR FLORIDA EXTRUDERS.'A' oNAL:IDA SANFORD,'' FLORIDA TrME: SER 1000/ i'500 FLANGE SHEET 1 O _2 VERTICAL MULLION.TNTO HORIZONTAL: SEE . OTHER' S I D'Tt SHEET' 2. OF 2)' OR` DES.! GN;` PRESSURE CAPAC I,T•I ES ` DRAWN HY: MSH APPROVED BY.;: DATE: 2/Gi02 SCALE: IN, T S DWG.: 1 VMHMFLG.. 3/ SEALANT BETVEEN vD+DOv FLANGES t MULLION 2000 P.V./DESIGNER SILL (TYP.) e8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION t e8 X 3/4 SELF 1000 S, TAPPING SMS HEAD (TYP.) SECTION A —A (1) APPLIES TO HEAD do SILL WHERE I' X 4' AUXILIARY PLATE AI k 2" X 4' TUBE MULLIONS ARE USED 2000 P.V./DESIGNER IT01OR ADDITT?ML ANCHORS.-VEM REDUMI)) SILL (TYPE E) e8 X 3/4 SELF SHEATHING' TAPPING SMS I X 2 7/16 X 3/8 O_ _O TUBE MULLION INSTALLATION ANCHOR e8 VImD uJim SCREW. (TYP.) EXTERNAL MULLIWC - TWO BY WOOD INSTALLATION CLIP BUCK BY -OTHERS FLORM cmmtrup SEALANT B l`1tu`+A••- t MULLIONQUIFANC 2 ORID p F SEALANT BETVEEN SEALANT BETVEEN 08 x 3/1 SELF VDVDOV FLANGES VWDOV FLANGES TAPPING SMS t MULLION t MULLION 2000 P.V./DESIGNER SILL (TYP.) 2000 P.V./DESIGNER SILL (TYP.) 1000 S.H. HEAD (TYP.) e8 X 3/4 SELF TAPPING SMS I X4X1/8 TUBE MULLION e8 X 3/4 SELF TAPPING SMS SECTION A —A (5) 1 x 4X3/8. TUBE MULLION e8 X 3%4. SELF - e8 X 3/4 SELF ' TAPPING SMS TAPPING SMS 1000 SA TA 1000 SR ' HEAD (TYP.)' ' •`__.: __._... . _ . -. .•.'HEAD (TYP.) 1 E6 20 2 . SECTION A —A (3) . :SECTION A —A (4) • MULLION'. APPLIES 10 MEAD R SELL WHERE 1' X 2' R 1' X 2 7/16: TUBE YUU.l0N5 ARE USED DETAIL aunmc va rR INSTALLATION ANCHOR ee WOOD SC7tEV T7'P) 1pRR 0.D'. L1 1/8'. MIN. I -- EMBEDMENT J t ve• MDa pMBEpD=1lT FLORIDA • EXTRUDERS °>+ o A ITiLZ-SER. 2000 FIN SHEET 1 :•OF2.;':: :_'" . - fi#ttd-HORIZONTAL.MULLION SECTIONS SEE OTHER SIDE (SHEET 2. FJ 2) . FOR DES -I GN :'.PRESSURE•-CAPAC'I T I ES ' i, '.-•? RATIpI BY: MSH - .. APPROVED BY::: .•_ • _ ATE:2/6/02 scu.E: NTS DTrc.: `2HMF INTR 30 2000 P.VJDESIGNER SILL CTYPJ 8.X 3/4 SELF TAPPING SMS IX27/16X 1/8 TUBE MULLION SEALANT BETVEEN SEALANT BETVEEN.. WDMGV FLANGES ViNDOV F'LANG£S'1 L WA LAIN L MILLMN - 18 X 3/4 SELF 2000 S.H.TAPPING'SMS HEAD CTYPJ SECTION A —A ll) caiTRIAL U&N a•" '1' v a UR , ORIDA '. A7I1au i .R Fill SEALANT BETVEEN VINDOV FLANGES L MULLION 2000 P.V./DESIGNER SILL CTYPJ tl8 X 3/4 SELF TAPPING SMS '. 1 IX4X1/8 jvlr- /TUBE MULLION TYPICAL MULLION TO CONCRETE'm JAMB APPLIES TO JAMB WHERE I" X 4•. DETAIL 8 6: 2• X 4' TUBE MULLIONS ARE USED) Q 2000 P.VJDESIGNER SILL CTYPJ CONCRETE OR MASONRY_ IS X 3/4 SELF BY OTHERS \ TAPPING SMS I X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREV ANCHOR CTYPJTUBEMULLION ONE' 8Y VOID " EXTERNAL: MULLION INSTALLATION CLIP BUCK BY OTHERS h 00 P.VJDESIGNER I MULLI tl8 X 3/4SELFL CTYPJ2000SHTAPPING HEAD CTYPJ' tl8 X 3/4 SELF SECTION A —A (2/TAPPING SMS2X4X3/8 TUBE MULLION771 SEALANT BETVEEL 1.1/4' MIN. VINDOV FLANGE _. .._«.... EMBEDMENT. . L NLLLMN DETAIL R_, 8• X 3/4-SELF \ TAPPING' SMS - 2000 P.V./DESIGNER HEAD CTYPJ SILL.( TYPJ SECTION A=A- (5) tl8X3/4 SELF j TAPPING SMS - • i ;:: . o' _ : - , _(_..._..: IX4X3/ 8 TUBE MULLION •.., ELEVATION'._• VIEWED _ FROM -EXTERIOR ITNAL, FLORIDN EXTRUDERSSOFORD, FWRMAT=: SER•._;;200. 0: FLANGE SHEET; nOF` 2 TRIRLE.HORI-ZONTAL MULLI N-SECT_.IONS l :.,•y •.. . .:. .• ... _.. 1. '. ._•.. •. tl8 X 3/ 4 SELF 2000 SH TAPPING SMS SEE OTHER SIDE ( SHEET 2 OF •2) FOR HEAD crYPJ DESIGN': PRESSURE-CAPACITIES' 18 91001 DRAWN By.MSH'i w> iovED.aY;`;;.- Y _ _......_. DATE: 2-% 6/02• _. ScAIE: NTS DWG. w 2HMFLGTR - 2000 SR I X 2 7/16 X 1/8 2000 S.H. I X 2 7/16 X 3/8 JAMB (TYP.) I TUBE MULLION JAMB (TYP.) l TUBE MULLION DETAIL TYPICAL VERTICAL TO HORIZONTAL MULLION TO MUWON 8 X U2 SELF It 88 X 1/2-SELF DSTALLATIC TAPPINGSms TAPPING SMS INTERNAL CLIP IX OR 2X MULL 2.X 4.X 3/8 TUBE MULLION SEALANT HETVEEN. ju. B X 1-1/2 SELF 2000 SJ_L TAPPlNG'SNS_ JAMB (TYP-) 2X -MULLVINMVFLANGES. L IX OR L - MLIULICIN - - 08. X 1-1/2 SELF TAPPING SNS- DETAIL ve X 1/2 SELF SECTION A—L 1. SECTION LA (2) TAPPING SMS - 36nM SCREY ANCHOR CrTP.) SILL CLIPIIX4X1/8 X 4 X 3/8 TUBE MULLMN TUBE MULLION SEALANT 9ETVEEN" #8 X 1-1/2 SELF 1 1/4' KIN. 2000 S-K 2000 Sit VINDUV FLANGES ..TAPPING S14S EMBEDMENT JAMB (TYPJ ..JAMB (TYP.) KULLM SECTION 6—A f(5)' PRECAST sltl By DTNERS cf AUXILIARY -PLATE 8 X 1/2 SELF #8 X L/2 SELF CFG;ADDITMNAL ANCKMS,..VHEN REOMED) TAPllmm I PM smsTAPPING - SMSTAPPING r; 0 VD FLANGES VIKMV TAPPING SMS R .11TSEALANTSEALANT #8 X 1-1/2 SELF mnav SELF A A 8 X 1-1/2 SELF KLLMN TAPPING SMS SECTION A —A (3) SECTION' A —A (4) 8 SELF TAPPING SMS CTYP.) TIETAn 13 FLEVATIO VIEWED, FROM EXTERIOR WMNATIONA14. INC FLOOD, FLORIDA EXTRUDERS SMFCPj).-FWRWA cEll TrrLF-SER. . 2000 FLANGE --:- -::SHEET-=OF.;2 VERTICAL--MULLIONI f4b - HOR 120tiTAL..% SEE OTHER -SIDE". (SHEE2-0117 2)---i.FOR,; CAPAClTiES-.-)'=i--'7- ox ux, DESIGN -PRESSURE AM182102DRAWNIBMJBH 040 By.. DATE:2/2/02..... jsCAM--NTS__ 4 s SEALANT BETVEEN VINDOV FLANGES t MULLION AUXILIARY PLATE ter a g k'g,( :-oll—LIA 1.l.i'. vaR ADDITIONAL AND43d, WIN RE0=0) DETAIL CGr,1.T=n-•• O MAN UFACTU IER Nam' i XrRoo . . _ MAST T 3 FRE 5 2000 P.V./DESIGNER NUL[m 2000 P,vJDESIGNER SILL (TYP-) SILL '(TYP.) 08 X 3/4 SELF 08 X 3/4-SE TAPPING SMS: TAPPING SMS TWO BY BUCK BY 1 X 2 7/16'X 1/8 1 X'2.7/16 X 3/8 TUNE MULLION TUBE MULLION SEALANT BETVEEN p8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETVEEN • SEALANT BETVECN VWDOV FLANGES VINDOV FLANGES t, MULLION' t MJLUON 2000 P.V./DESIGNER SILL (TYP.) p8 x 3/4 SELF TAPPING SMS I X 4 X 1/8. TUBE MULLION a8 x 3/4 SELF 1000 S.M.TAPPING SMS. HEAD (TYP.) APPLIES TO HEAD. do SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 WOOD SCREV (TYP.) EXTERNAL. MULLION INSTALLATION CLIP MULLION 2000 P.V DESIGNER DCTAn`E - r--- A SILL (TYP.) A p8 X 3/4 SELF 1060 S.K TAPPING SMS p8 X 3/4 SELF L_ A / HEAD (TYP-) TAPPING SMS , SECTION A —A (2) TUBE MULLION Fes— 1 1/8, MI EMBEDMEN BiYADDN ' SEALANT BETVEEN VIEWED' FROM EXTERIOR VINDOV FLANGE .. DETAIL APPLIES TO %EAD. Er-.SLL WHERE i' X Z' B. t' MULLION ..-. .. • ' . }.-1'.-x -Z 7 16'-TUBE- YUUJONS ARE USED TALLATID•1 AHGILIIt Is VOOD SOtEV CTYP.) 2000 P.V./DESIGNER p8 MORtZ CLIP r SILL (TYPE X 3/4 SELF TAPPING SMS 08 X 3/4 SELF TAPPING SMS 1000' S.H SECTION A —A (5) LMBEDKEXT1/B' Km I X 4 X 3/8 HEAD (TYP.) TUBE MULLION , FLORIDA EXTRUDERS RNA fo FLDRIDA INC Mu:SER. 2000 FIN ".SHEET 1':OF _2._ TWIN HORIZONTAL MULL I ON SECT IONS.-: SEE OTHER SIDE ( SHEET, 2 OF 2).. FOR e8 x 3/4 SELF DESIGN PRESSURE . CAPAC I TIES `;::•' loDO S.H. SMS f. EB?G02 :;.,...:• :;,.,..:.. MEAD (TYP.) DRAWN BY: MSH APPROVED: BY: SECTION -A—A (4) DATE:2/6/02 SCAIX: NTS pwG, 2HMF-INTW- i 2000 P.V DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMSX 2 7/16.X 1/8 1 / TUBE MULLION EN SEALANT BETWEEN V[N DW FLANGESS V1HImV FLANGES' t MULLION t MILLION V \---#B X 3/4 SELF 2000 SJ-L TAPPING SMS HEAD (TYPJ SECTION A -A (1) 006 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYPJ_. SECTION A —A (2) SEALANT BETWEEN WINDOW FLANGE r 7. t MILLION \ QJr lT i T.: A.v.T_y .. - pc i— ry' lYlt.la ] t,C LL I1.MER NF 1,oR/04 Fib" y1 RS OHM :p SEALANT BETWEEN .. WINDOW FLANGES t MULL MN 2000 P.V./DESIGNER 2000 P.V DESIGNER SILL (TYPJ SILL (TYPJ 8 X'3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS 1X4X1/8 "" 1X-4X3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN -• WINDOW FLANGES t MILLION .. - .... .. . M8 X 3/4 SELF p8 X 3/4 SELF TAPPING SMSAPPING SMS 2000 . 2000 S.H.S HEAD (TYPJ HEAD (TYPJ SECTION A=A (3) SECTION A —A (4) TYPICAL MULLION TO CONCRETE 0 JAMB' APPLIES TO JAMB WHERE I- X 4- . ' dAL 2' X 4* TUBE MUWONS ARE USED) - Q CONCRETE OR MASONRY = BY OTHERS ' 2000 P.V./DESIGNER SILL (TYPJ INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREW ANCHOR (TYP N8 X 3/4 SELF J TAPPING SMS EXTERNAL MULLIDM 1 X 2 7/16 X 3/8 ; O NE BY VOOD INSTALLATION CLIP TUBE MULLION RUCK BY.OTHERS - MuLLI aN 2000 P.V./DESIGNER SILL (TYPJ I18 X 3/4 SELF TAPPING SMS _. . 2 X':4.X 3/8 TUBE MULLION Q ' L1 1/4' MIN. EMBEDMENT DETAIL H .. ' _ _.,.''• rA p8 X 3/4 SELF' t A TAPPING SMS 2000 S.H. HEAD ( TYPJ SECTION A —A (5) VATI0 ._ AEWEO FROM -.EXTERIOR FLORIDA EXTRUDERS :TION fW, F OPZAr 1 Tv- SER..' 2000. FLANGE`- ,-SHEET-.1:, OF_ 2 TG I N HOR•I ZONTAL MULL ION' `SECT IONS SEE OTHER SIDE (SHEET:--2 OF FOR DES I GN-.IPRES-SURE; CAPAC,I T.I ES; I F B20C2 DRAWN BY:MSH _. APPROVED=$1^:: DAm. 2/_4ZO2,. J§CAMINTS nRc: '2HMFLG.Ty : SEALANT BETVEEN VINDOV FLANGES t MULLION AI htIDATE OW ADDRMMAL ANDO:S. VMEN RE=RCW O CENTRAL FLORIDA B.O.A,F. MANUFACTURER NAME: o _o HA FILE # 7 2000 P.VJDESIGNER 2000 P.VJDESIGNER SILL (TYP.) SILL' (TYPJ 0# 8X 3/4SELF 08 X 3/4 SELF PING SMS TAPPING SMS. IX27/ 16X1/8 1X27/16.X3/8 TUBE MULLION TUBE MULLION SEALANT BETVEEN VtNDOV FLANGES L MULLION . 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYPJ SECTION A -A (1) SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES MULLION tMFLANGESL MILLION IA.L 2000 P. VJDESIGNER SILL (TYP.) R8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 irnrv— TUBEMULLIONi8X 3/4 SELF TAPPING .SMS, loco S. M. HEAD (TYPJ nM A - A tl) tl8 X 3/4 SELF loco SH . TAPPING SMS HEAD (TYPJ SECTION A — A (2) SEALANT BETVEEM/ VINDOV FLANGE —(\ L MULLION 2000 P. V./DESIGNER AI TWO BY WOOD BUCK BY OTHER APPLIES TO HEAD & SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING SILL ( TYPJ T 1, , L_ 68 X 3/4/ . TAPPING SMS 2 X 4 X 3/8M4 TUBE MULLIONL11/8' MIN. EMBEDMENT II EYATMy .. VIEWED FROM; EXTERtOR DETAIL B APPLIES TO NEAR & SILLMIERE 1' X Y I' X 2 7/16' TUBE -MULLIONS ARE USED .... MCA ALLATION M40M . .. SECTION A —A ( 5) •e VEAD =REV CTYP.) MGM CLIP 2000 P.VJDESIGNER tl8 X 3/4 SELF _ SILL (TYPJ TAPPING SMS t8 X 3/ 4 SELF TAPPING SMS —1000 S.H.t'I/B' MIN X 4 X 3/8 HEAD (TYPJ EMBEDl(T TUBE MULLION INTERNATIONAL; INC FLORIDA EXTRUDERS 08X3/ 4 SELF TAPPING SMS loco S H. HEAD (TYP.) SECTION A -A ( 4) SANFORD, . FLORIDA TnTE: SER. 2000 f I N SHEET-1-.OF- 2 _ HORIZONTAL" MULLION -SECTIONS ' SEE OTHER SIDE <' SHEE.T 2, F- 2)' .FOR DESIGN PRESSURE_CAPACIT. IES; DRAWN BY: MSH APPROVED.,HY:.,, _ DATE:2/6/ 02 SCALE: NTS - IDWG.: -2HMF IN: ,- 1s TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL 8 k 2' X 4' TUBE MUWONS ARE USED) Q SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES VINDOV FLANGES MULLION - L MULLION ' L 2000 P.V./DESIGNER 2000 P.VJDESIGNER r SILL (TYPJ SILL (TYP.) I 08 X 3/4 SELF R8 X 3/4 SELF TAPPING SNS TAPPING SMS' Ix27/16X3/ 1 X 2 7/16 X 1/8 TUBE MULLION TUBE MULLION 08 X 3/4 SELF .#G X 3/4 SELF 2000 S.H. TAPPING SMS 2000 S.FL'TAPPING SNS HEAD (TYP.) HEAD (TYPJ SECTION A -A (1) SECTION A -A (2) SEALANT BETVEEN VINDOV FLANGE L MU11 ON CENTfLAL biANUFAPlA # SEALANi: BETVEEN. .. - . VINDOV FLANGES VWDOV. FLANGES L KAAJM L. MUIJ_ION 2000 P.VJDESIGNER 2000 P.V./DESIGNER SILL ( TYPJ SAL: (TYPJ C8 X 3/4 SELF 0 8 X 3/4 SELF TAPPING SMS T3/ APPING SMS1X4.XL8 X 4 X 8 TUBE MULLION TUBE MULLION I II Iwill_ww tl8 X 3/4 SELF `-08 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 , S. K HEAD (TYPJ HEAD (TYPJ SECTION A - A -M 'SECTION A -A (4) CONCRETE OR MASONRY BY OTHERS r INSTALLATION ANOiOR 3/16' DIA TAPCON SCREV ANCHOR (TYPJ 8 ONE BY VOOD - IINSTALLA CLIP BUCI( BY. OTHERS HERS KILLION2000 P. VJDESIGNER_ „ SILL (TYPJ 8 X 3/4 SELF TAPPING SMS ' 2..X' 4'X 3/8 - TUBE MULLION Q L1 1/ 4' MIN. EMBEDMENT_.- ae X 3/4 SELF" TAPPING SMS --' - 2000 SJ{. -- HEAD (TYPJ!. .. _. .._ ... ..... _... _.._ .-------- .•: - SECTION A - A (5l ELEVATION MEWED -' FROM EXTERIOR IInUMTIONAI, INC FLORIDA. EX'TRUDERIJ "SANFORn, FWRMA Tl M SER. 2000 FLANGE- - SHEET:-1- OF:; 2- - A" HORIZONTAL MULLION SECT I GINS c _ - - _ SEE OTHER SIDE (SHEET-2: OF 2):i: FOR DESIGN '`PRESSURE CAPACIT•IES;',:S ^ 8 2802 DRAWN BY: MSH - : AOitbvan:-a . DATE: 2/ 4/02-- Sc LE NTS.=T- Dac.:'2HMFLG.*.__7__ a.? NO BY WOOD _ BUCK BY OTHERS DETAIL C 1 1/8, MIN. EMBEDMENT 2000 Sx 2000 S.N. X 1/8 JAMB (TYPJJAMB (TYP.) 91-1/2SELF' 1 X 2 7/16 X 3/8 ON TUBE AULLION. 2 X 4 X VS SHEATHING TUBE MULLION X 1/2 'SELF 08 X 1/2 SELF INSTALLATION ANCHOR 08 VOOD PPING SAS TAPPING;SMS SCREV (TYPJ EXTERNAL MULLION INSTALLATION CLIP 2000 S}L MULLION JAMB (TYP.) APPLIES :TO. HEAD & .SILL WHERE 1' X 4' 2' X -4" TUBE MULLIONS ARE USED SETVEEN SEALANT BETWEEN 08:X 1/2 SELF APPLIES .TO HEAD &. SILL WHERE 1' X 2' RAME VINDOV FRAME TAPPING SMS I- X 2.7/16- TUBE MULLIONS ARE USED t MULLION a 08.X 1-1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SMS U.AI OB VOOD SCREVDET SECTION A —A (1) SECTION A —A (2)' PSILLCLIPI . CENTRAL- FLORIDA B.-O.-A.F.- B- -•:...:. - •.. ... .. .. .. .__ - —,_ L . 08 X .1-1/2 SELF VWDOv FIGESM 1 1/8' MIN MANINAR NAME: TAPPING SMS t MULLION - EMBEDMENT GoR/n,4 ; 14Jt1 SECTION A —A" M SHEATHM -- - - = -- —r j DETAIL C _.. __.. AUXILIARY- PLATE 1 X 4 X 1/8 '1'X'4'X 3/8 (FOR ADDITIONAL-ANCFORS,'.VHEN REOURED) TUBE KILLION -.-TUBE MULLION r 2000 Sit 2000 Sx ^ JAMB (TYPJ JAMB '(TYPJ 08 X 1/2 SELF a8 X 1/2 SELF TAPPING SMS TAPPING-SMS SErALANT BETWEEN c SEANJWT BETWEEN FRAME VINDOV FRAME. t MULLION ._ .. 't MULLION ae X. 1-1/2 SELF--,- .. _....; _ _. . _'_._.a8 _X 1-1/2 SELF TAPPING. SMS TAPPING, SMS SECTION A —A (31 - - SECTION A —A (l a8 SELF, TAPPING SMS (TYPJ.:. ` DETAIL B LLION ELEVATION - O VIEWED'•FROM_ EXTERIOR FLORIDA.'_.-'EXTRUDERS_ R kwRmn I, TTIU: SER.'' 2000-FIN - SHEET 1• "OF 2 V fir• VERTICAL.MULLI-ON;SECT,IONS'• SEE OTHER SIDE (:SHEET 2 'OF ..2) :.'FOR 1 DESIGN -PRESSURE: CAPACITIES ' DRAWN BY:MSH /:' APPROVED'BY: '' .7 DATE: 2/6/02 sCatl;: NTS DWG::. 2VMF I N ONE BY VOOD DETAIL 2000 S.M. I X 2 7/16 X 1/8 2000 SJ-L I X 2 7/16 X 3/8 i BUCK BY OTHERS JAMB (TYPJ TUBE MULLION- -JAMB (TYPJ TUBE MULLION CONCRETE OR MASONRY* 1 1/4' MIN, BY OTHERS EMBEDMENT 14- 41* 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION Al TAPCaN $CRE EXTERNAL MULLION INSTALLATION CLIP iCAL414T BETWEEN . . . JUBE MULLION _XSEALANTBErvEENMULL/ a WINDOW FLANGES VDCD13V FLANGES MU WON C HEADLMULLMINMULLION2000SA MULLION TYPICAL' ILLION TO"CONCR APPLIES. TO.:. HEAO.:& SILL .W'Hlli I' X 4' ke X I-L/2 SELF w 88 X 1-1/2 SELF JAMB (TYPJ --T MTAPPING&,.2 X . 4 USE ULLIONS :ARE USEDSMSTAPPINGSMS cu" 4 ( TYPJ SECTION A -A (11 SECTION A=A_w DETAIL' 8 X 1/2 -SELF TAPPING SMS INSTALLATION ANCHOR DIA TAPCOA I X 4 X 1/8 1 X 4•X 3/8. SCRli ANCHOR (TYP.) E MULLIONTUBEMULLIONrTUB. 2000 Sj_L JAMB (TYPJ ap. 8 X 1/2 SELF TAPPING S14S 1.119 1 L SILL CLIP 08 X 1-1/2 SELF TAPPING. SMS VIMMV-FLANGES MULLION I V4' MIN, 08 X 1/2 SELF TAPPING SMS ggwo-1411i rig -7W: MEEMENT DETAIL• C:- Pli -SilOTHER S IAPY! PLATE_! FaR_ AZDrrM.NAl, ANCHORS.- WHEN Ri X 2 SELF SMS 8 X 1-1/2 SELF 7V2 SELF \_,liETAIL 9 TAPPING. SMS TAPPING SMS ELEVATION' Vli FROM EXTERIOR A (3) SECTION A-4 (4) SECTIONA4uotco 4 camFLORIDA.-, EXT. U --, S&Mpm RDERSF NAME. WtElk MANUFACrUMER — S—H—CET- _l —2 7 Tnu: SER. - 2ykm-u:.r_jL!fiIfuli 770M V VERTICAL MULLION SEtTiORS'' vvl FELE SEE OTHER,.-,:S-l-'DE----.(.,SHEETi:2.,OF.- 2),z;FOR.- MWASTTo . 3 W_ DESIGN PRES-.SURE APAC-'ITfES.,-: DRAWN BY: JBH e,: APPR0VED-ErY.;2-29.:l ?;M-:lq r DATE ' 2/2 / 0 2. --1 scmz:,k4T '-.':jD`*c 2Y.-_-`,_ MIAMI.OADE N1fANII-DADS COUNTY. FLORJ METRO-DADE FLAGLER BUILD; B61LDINC CODE COMPLIANCE OFF METRO -DADS FLAGLER BUILD 140 WI"S'l' I:LAGI.EIt S711E.E.1% sUrn: MIAMI. FLORIDA 33130.' PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)37s-: Prenldor Entry Systems CONT1W.'(01t 1.1C1•:NS1Nc SEC.3 911 E. Jeferson, P.O. Box 76 (303)373-2527 FAN(305)373- Pittsburgh ,KS 66762 WNTILV!rolt EINFORCE.aIF&IT 01%1 305) 373.29" FAN (303) 37s- i,uouut: r CONTROL un•1> 303) 373-2902 FAX (305) 372. Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types_ Construction, and completely described herein, has been recommended for acceptance by the Miami -Da County Building Code Compliance Office (BCCO) under fthe 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 Flon Buildine, Cede. The expense of such testing will be incurred by the manufacturer. c— ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raul ttoongticz Chief Product Control Division THIS IS THE COVERSNEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONINHTTEE This application for Product Approval has been reviewed by (lie BCCO and approved by the Build Code and Product Review Committee to be used in Nliami-Dade County Florida under the conditions forth above. P'ROVED: 061051200i Ae-___44" Frnncisco J. Quintana, R.A. Director Miami -Dade County Building Code' Compliance 01'11( f IF 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 Accept designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-i County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 2: not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NVIE lasiving Glazed Double ,Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred I the approved drawings. 3. LIMITATIONS 3. 1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3. 2 Unit shall be installed only at locations protected by a canopy or overliang'such that the ang!e between the edge of canopy or overhang to sill is"less than 45 degrees. Unless unit is installed.ir non - habitable areas where the unit and the area 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 systcm (shutters): the installation of this unit will require a hum( ai- otection systcm. S. LABELING 5. 1 Each unit shall bear a permanent label with (lie manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6. 1 Application for building permit shall be accompanied by copies of the following: 6. 1.1 This Notice of Acceptance 6. 1 2 Duplicate copies ofthc approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly niarked to show the components selected for the proposed installatio 6. 1.3 Any other documents required by the Building Oflicial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Manu I Pcrc2, 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 Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any revision or change in (lie materials, use, and/or manufacture of the proddct or process shall automatically be -cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. i. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this 'Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Nliami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. lfany Portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as xvcll as approved drawings and other documents, where it applies, shall be provided to the user by (lie manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFT111S ACCEP''ANCE Manu Perez, P.E.; Product Con' r scam Produ nntrol Division Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing 2.0" TV X 2'8" 2'10" 3'0" 3T COP-WL-MA0141-02 02-0419.08 Application Filed) I. 52.0 NO Not Listed Not Listed XO, OX. OXO i I 1 1 2'8" + 1'0" 14 IMiami-Dadet COP-WL-MA0143-02 02-0419.08 Application Filed) t• IMulli 52.0 I. NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" 3'0" + 1'2' IV + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 17 + 2' 10" + 17 1'2- + 2'8" + 17' 1'0" + 2'8" + 1'D" 1'C" - 3'0" + IT" 1'2" + 2'10" + 1'2" 1'2" + 10" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8' + 2'8" 2' 10" + 2'10' + 2'10" 3'0' + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO I i 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8' + TV + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" ; 2'8' + 2'8" + 2'8' 2'10" + 210" + 2'10" + 2'10' 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International webslte (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International webslte (w:vw.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, sate or local building codes specify the edition required. a. Masonite International structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201. A202 & PA2C;. 0 O akaff Pt11Pk G1.ASi .n TNY IICInNC ne..TCwNlMCk"4wT 0a ; o.. . o. Ap d i9, MV 00 CoC4nNey puw= of p x"n mlpo.tnlCm nipta lxc6 )lions. 0ts70n Ono 0.0a"I Masonite international Corporation 4d. 1d -Ldje 1 10 Cf XW w;INOW n01ia. Glued Units X X0, OX. OXO I i i V. OXXO COP-WL-MA0100.02 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" 3'6" Not Usted Not listed I WIT 1 1in 2'8" + 1'0" 2'8" . 1'2" 2'13" + I 2,10" + 1'2" COP-WL-MA0163.02 37 + 1'2" 01M 02-0418.03 Application Filed) D•Rating ImpactRated 55.0 NO 1'G" + 2'8" + 17 COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO 1 IT+2'10"+1'0" 17 + 2'8" + 1'2" IT+2'8"+IV' 1'0" + TO" + l'O" 1'2" + 2'10" + 1'2" 1'2" + 3'0' + 1'2" 2'6" , 2'6" ; 2'6" 2'8" + 2'8" + 2'e" 2'1C"+T10"+2'1G" j 3'0" + 3'0" + 37 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" 3'0" + TO" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO TV + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" + 2'10" TO" + 3'0" + 3'0" + 3'0" Dotes: 1. Cccr arrangements using fewer panels than wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is de' ermined by ASCE 7 (Minimum design loads for buildings and ocher structures). National, state or local building codes specify the edition required. 5. Masonite International structural• cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. OakC r aft {f' i•.'. _.J•r-. i- i.' 'a 0119 `a l• l.duu.nf h.n h.% l'kY c.00R.4 .ww.f.rN N-p.•. Fn.^[k:.: p/C., lLJ h/N i(...Ilr i. O v told K rai -- O..•11,1 D..r, ON co"L.w..y p.00mm DI prof in10rD. .a makes Specilicm,om. onipn &" 3,".ct Masonite dm"';ei.Yn to cn]Rpt vi1110 4 Nl-cc. Glazed Units COP-WL-MAOI00-02 FIBERGLASS DOORS 8'0" Height — Inswing 2'0" 2'6" 7X7' 2'8" 2'10" i 3'0' 3'6' COP-WL-MA0146-02 r 02-0423.01 Application Filed) OP Rating 40.0 Impact, NO Not listed Not ListedArrangement X3. Ox, CXO Multiples1th) 2'8" + 1'0" Rlasonile InternationalI1 COP-WL-MA0148-02 r 02-0423.01 Application Filed) 1=112;F110,11111111 40.0 1 NO I 2'8" + 17' 2'10" + 1'D" 2'10" + 1'2" a0 +10" I 3'G' + V2" 1'0•' COP-WL-MAD149.02 02-0423.01 Application Filed) 40.0 NO l 1 r 2.10" + 1'0" — 1'2' + 2'8" + 17" 1'0" + 2'8" + 17 — 1'0" + 37 + 1'0" 1'2" + 2'l0' + 1'2" 17' + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10" + 2'10" o 1, + s.0,• + 3.0" j XX, OXXO 2'5" T 2-8" COP-WL-MA0147-02 02.0423.01 Application Filed) 40.0 NO 2'6" + 2'8" 2'10" + 2110" 3'0" + 3'0" 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0150.02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements usi,tg fewer panels Char, 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. s. Inst3:13lion ins!ruMio ,s ar! available from the tJ,asonite Internaticnal website (www.masonile.com) or from the technical center. 4. kwz; cesicn pressure requirement for a speci'lc cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for buhdings and other structures). National, state or local builaing 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. 13 Oak aft In,.M r: ,,\\S (iNTMY n(,(lrlt ri.l«v.1 Nrp.uGi, [Y+n N 1Asonite F,, "i o.....,...., cwc. r c?n1„ K 7rt :r:, C1 YrOG n .rt.pr0(entnt 1u.c! SD<:li;;.'gry. etsgr' :.] r>:::1 International Corporation Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing IIIIIIIIIIIMMEWALIMSingles1 X 2'0" MUTM-i1 COP-WL-MA0166-02 l.l' r 02-0423.03 Application Filed) I• 1 47.0 1. NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Armngement X0.OX, OXO Multiples1 2'8" + 110" I NI 1 COP-WL-MA0168-02 11 r 02-0423.03 Application Filed) OP Rating 47.0 Impact NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 TO" + 1'0" TO" + 1'2" 1'D" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO IV + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'D" + 2'8" + 17 1'0" + TO" + 1'0" IT" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + TO" 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" TO" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. a Oakcraff ART EK'- F'INI:N('. I,AI[ f. N'1'Nv UOONS 1b.6.-n/{ores-fw,Dw . Adi129. 20I17 b.. . D.... OW mm.%ap PMOIa of aodu imp e l Doves sbeCdiMOM. defpn and aoduct Masonite I n t e r n a t i o n a I C o r p o r a t i o n deUe'.b'm 10 CDnpe .D11oN nD . Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing X 2'0" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO Multiples (width) 2'8" + IV Masonile InternationalMiami-Dade1 COP-WL-MA0103-02 02-0109.10 Application Fled) 55.0 impac, NO 2'8" + 17 2'10" + 17 2'10" + 1'2" 3'0" + 17 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'D" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 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. 13 Oak Craff AR k EK" FI M1:"f.1.Ass fN'I'MY 1)00Ms AIe..4.vMr..N•t'+•'• Apr 29. 2002 0. co",nwq olopnm m p00uQ mpo.emem mattf soecriu,ons. asp" rn0 po0utl Masonite I n t e r n a t i o n a I C o r p o r a t i o n ot1lr tuoR , ,0 cna w snow "xt Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Singles, 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" Masonite , COP-WL-MA0121.02 t . , ' • i 01-1031.02 I • • , 76.0 1 . NO Not Listed Not Listed X0. OX. OXO Multiples, 2'8" + 1'0" MasonileInternational COP-WL-MA0123-02 I 02-0109.09 Application Filed) I • , 55.0 NO 2'8" + 17 2'10" + 1'D" 2'10" + 1'2" 3'0" + IV 3'0" + 1'2" 1'D" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + IT IT + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX• OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 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" 10" + 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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National• state or local building codes specify the edition required. 5. Masonite International structural• cyclic. air• water. forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 • PA202 8 PA203. rOak aft W J. AR EK'" nTr•alur•••It 1 n•. [r•.n FIMF.1lGLASS ENTRY•DOOMS r^_ ^^^ C„„_ J/ "N a rI J'1 0.• rD• art 79.2=Masonite International Corporation Old tumn iKv povam of Drodw inoro-m D kn SDtt "iws. dnipn tnd podu o d 1~cl w tll vt rdl wWl. Opaque Units COP-WL-MA0100-02. FIBERGLASS DOORS 8'0" Height — Inswing 02-0109.08 Application Filed) 70.0 NOX 2'0" 2'6" JOCOP-WL-MA0106-022'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO width) 2'8" + 1'0" Masonitefibilliple.S , COP-WL-MA0108-02 11 r 02-0109.08 Application Filed) I• 55.0 NO 2'8" + 1'2" 2'10" + 1'D" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2' 10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-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 Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 Oak raff AR EK" 1're.r •I l•fluri•rlr lr0 rIM1:Nfi I.A\<1.N1'MY nOOMc w...r..wr-..pur•un Dw., o.. A0•r29t. Masonite International CorporationOocommuneaopnmofaroaucttxmarae+aml mars sc trslorls, usgnanAwooucl ela a." sw,to cnaaoe .nmw w.e. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Singles1 7COP-IWAX2'8" 2'10" 3'0" 3'6" I 21' r 02-0109.07 L-MA0126-02 (Application Filed) 1 12.0" 2'6" 70.0 NO Not Listed Not Listed 1' X0, OX, OXO 1111111min—ragrilla 2'8" + 1'0" 1 1 COP-WL-MA0128-02 r•1 r 02-0109.07 Application Fled) OpRaling 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. a Oak ra' I c eff,l ARk EK'" I.R •.,n l..l,•.,..1, 1•en 1 MI:M<i1.ASS EN'I MY •nOOMS t—Dow. 1pA 29. 2002 Oweommwq Wo0om o1 Mad" i"orovcmem mrn sMO"im. des.pn mmoa"a Masonite International Corporation deUd Ju ^l 10 tMge ri1MW n01ie. X Unit 6- TYP. 6- TYP. 6'8" UNIT 8V 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. Width of door unit plus 112" Height of door unit plus 1/4" 10I0-ft-MA0001-b SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 88 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 April 29. 2002 - o...., o.... 0- cM~q 0r0011m 01 WW0 -010. Ml-All $Md.cnom. MdSOnite International Corporation dtSgn Jnd O1000cl Oeu4 i0DIK110 CNNe -4"w notice. XO or OX t Unit SINGLE DOOR WITH 1 SIDELITE TYP. 6'8" UNIT 8V UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t .t t It Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Aprd 29 2002 Mal,onite International Corporation Um .onu,_ ^: may.mi o: aw•ct •,:•a.rn¢m n ee yi,ttnc,tom. otlQn aK Y%x otW SuoKCt to cNngt "anwl M•[t. Ox0 Unit qP 3 TYP. 1/ 1 SINGLE DOOR WITH 2 SIDELITES 6' CL TYP. TYP. 6- TYP. 6'8- UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening Width of door unit plus 1/2" Height of door unit plus 1/4" I t t t t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and a10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 Aor429.2002 Masonite International corporation inn C6n.n."p aW Jn VI W W.0 :i•'ay.nCnnW C5 4Alnl.A4n•. ac14n JnC P WKl OCUd SUVIK19 _r.Jnpt -d MVI nWtt. MID-WL-MA0OO5-02IBM DOUBLE DOOR WITH 2 SIDELITES b- TYP. TY P. 3* a TYP. TYP. TYI I II II I II I I I( ll I~ 6'8' 13- t 1 t t t 1 I 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. UNIT 8'0" UNIT 5/16" 17-1/8' MAXIMUM ON CENTER TYR r . . Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Apid 29. 2002 Masonite International Corporation 0. Co --Q W.Vam of aoaw ."o.o.emau m»Cs specncJtgnf. aesgn aM noaon anaa wmen to C+ange .•non MtKC XX Glazed Inswing Unit APPROVED ARRANGEMENT: x O Double Door Maximum unit size - 6T x 6.8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. COP-WL-MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 ab oa 00 00 D00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 RA.. 24 fill 107 Series' 108 Series 304 Series Series' Thus glass kit may also be usea to the lollowing door style: Eyebrow 5-panel with scroll. Oak raff AR EK'- w_..a. .. .r.......1 I:IUL'ne:LASS a!ral'Itl' 000"S—T..Wrl..a..eWTD— April 29. 2002 Ow commune mootam o1 o.odun . yw mem makes SpttdKalOns, design and O oaw deud Uorw to mane! -•. hW W<e Masonite International Corporation XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 t 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" I ItILM1:l.\\.\ I:N t'M 1',I1.111N\ -.4-(!w(Yu(w1 Om.. April 29. 2002 Om c"^,m w-,. el oroow —w—ent rru(es sDecil2nom. oesgn and oroow o(ud'^w to ctu , _r." rota Masoni[e International Corporation XO or OX t Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size • 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-nationat. 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 can 0 00 00 DOD 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 HA.. 23 Ft&. 24 Wt. 107 Series' 108 Series 304 Series Series' This glass id may also be used ut the lollowirg door style: Eyebrow 5-panel with scroll Oakcraff AR 4 EK- r..r...... ,.T 11W.61 A?.l I. —ow.. Aprd29.2002 Masonite International Corporation dw eDnt ; aop,an. Dr D,DD a mD.D.emem owes srtanKnons. Dngn+14 I%-' Deu+wale,. IC C—ve •.IMO roue XO or OX t t r I Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a R _ 9 000na ` 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: W:t a a a o 129 Series 200 Series 12R. 121.23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak Taff ARk EK'" 1 i,m K o. : I[.vr«; ,uuu.. e.,..r.....a rn«p.. O..r o•... April 29. 2002 Ow cow v wodram or ow000a . wo+ o miles soeulrtalans. oes on and w000u aelaa S.iRcl to Cnande .GOOul MI[e MaSOnite InternatiOnal COrpOraliOn OXO '' a a ' Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: A; efY i120'e Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size • 9'0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 D00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 D 0 ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RA 107 Series108 Series 304 Series Series' T1115 glass kit may also be uses in the following door style: Eyebrow 5-panel will scroll Oak raft ARkEK" r..l..,..,.e I, IUIMI:LA,l L'M-1'Ml' Ul1nN1 Ma+4-rMNuf.vr Das. Aprd 29. 2002 Masonite International Cofporation qw com•rw+q woo— 01 wwo mo.o. mcm mare saKaK v, . aes.pn ana W WW anaa u.oleel la erunge .ro no1Ke. Glazed Inswing Unit FIBERGLASS 0 o kN 0»w m mw"m`~.m*—ma.^~ m"~~~"m^, APPROVED DOOR STYLES: 3/4GLADS: FULL GLASS: 171 wx*ies 'wSeries | /09 Series o^/,v/o /52w^es /mSerie" omSe^es APPROVED S0ELITESTYLES: mSeries 200 Series 12A.450 Series /52 Series `mSeries /09 Series /20,/oSeries 300 Series CERTIFIED TEST REPORTS: CTU-005VV-2 Certifying Engineer and License Number: Ramesh Patel.PEJ2O224 Unit Tested inAccordance with Miami -Dade BCCOPA2O2. 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 ofwood with aoextruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN 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 Kurt 8u|thuuor,PE.—License Number 50533 | Masonite International Corporation oxxo Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145.02 FIBERGLASS DOORS V fir•/,` J 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 site • 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 00 00 00 00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: n [i ou uu n [a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' this glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR—k EK" FnILNGL nS? L'r.'CN\' 1—,0— rW)' s ApriJ29.2002 o. Masonite International Corporation dN CM19y.rQ W.Q,,. of WOO.C1 mdror(mMl INY<S SQCCdKl19f15. OCSQn Lid woo., d... SYQNCI . CN o. wNnoN MIK< OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an as 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series cries APPROVED SIDELITE STYLES: 0 t 129 Series 200 Series 12A. 12L, 23A. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24A. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1/ &a3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW 1 1IIL NI:L.\\.\ I:NI NI ,1) rrlN ea.r..v.a ra•war•.,(wrf)w•• April 29. 2002 0 Conl—v wo9ram OI wooNa . wov i males sw d"ans, eespn ano otoo n otua 1.6gel to Cr1 t wNIW01 Mlte r..l.,,•. a .• O.. r O••r Masonite International Corporation XX t t Glazed Inswing Unit r 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 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: H 00 404 Series 0311 oa no 822 Series ID 108 Series O akCraff — AR EW rWrl e'KCLA..1 L'n'r'Ms' UUUM1 ebn.T..r.N re..puf.+.r O..n / nUrl !• inn a • Apra 29. 2002 Masonite International Corporation O) cw"Ieq oorlm or moducr myo.emem . ice$ soccdK qns. oesion a..d aooua dal+ wbiea r0 mane «nnour nmce. XX rl 1 Glazed Inswing Unit 1 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series $52 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 EK'« t..1 .. T.— r.•.p•.. t,... o.... PREMMZ e Apri129.2002 Masonite International Corporation Our tum., V wMam of 010Cu0 .0W0 CM mates 10tpIXACM. Otign aM wwO Md WWI 10 C"t Mhco 0M[t XO or OXCOP-WL-MA0148-02 Glazed Inswing Unit r APPROVED ARRANGEMENT: 890" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Mabmum unit size • 6'0- z 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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 as 822 Series 1/2 GLASS: Yl„ a as 404 Series 108 Series U Oak raft AR k EK'« 1., .,:..r, ,.• rrur.r:r.:..x rt rer unnK> w..a.vwsa...p.,t«o.w•.. Mn• a + Apra 29 2002 Masonile international Corporation ow comnuW Q W0Q.3n1Or j"W,0 an010Kn.c.n ma %00a pnS. 0—CA aM WW l Otlad S.Ulttr rY Cnany! «alq..l nJla'.c XO or OXCOP-WL-MA0148-02 Glazed Inswing Unit 1 8'0" 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 Oak raft AR 4 EK" t.a..,.a.l.• I•I,U L'MI:LAiti L'N'1'M S'•I)II/IMF Npr,.G.vMfOwr•e trot Oewr PRlJ'tC„MA•JI J..... B Ow• r O• April 29.2002 Masonite International Corporation QR [M14uln1Q pOyrJm pI pOeun mp.OvtmMl mJiti Sptt.M1(gpnS. OtS.(,n in0 yrO0ut1 0"'d SUORn 10 CNnpt rnn•ul MIK<. OXO Glazed Inswing Unit 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 3'0" x 8'0". Single Door with 2 Sidelites Matdmum unit size • 9'0- a 8'0• Design Pressure 40.0/-40.0 Limited water unless speciatthresMid design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design Arid 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: 1/2 GLASS: as as 822 Series a a as 404 Series 108 Series a Oakcaraff AR4 EK'" 1.... , .o- 1'II 1.0LA.\.\ L'N'1M\',U I IM.1 rn•..w r..•p.•. r.wr . ADId 29. 2002 M a s o n i t e international Corporation Qn comdwno aoenm or plddu[I n. ""M nines sacnd:a+om. Oetgn un woekl do. d subitcl to chine. -?d w<c. OXO I t t Glazed Inswing Unit 1 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Nai: , G ! a 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). MWIPA' E=40** IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" VOULIXGLASS ENTRY GOONS T• ore.'.. E.,0— April29.2002 OW Coffl^i g olOoilM d7 WoouO irnjX V e M MAke1 SWdollion. 4t ign and olodW Masonite International Corporation OrUd w01lcl to c"t wdlow notice. OXXO Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: O Al 4:.LO Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door with 2 Sidelites Maximum unit sin . 12V 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: am an as 822 Series n a as 404 Series 108 Series U Oak raft AR O EK" J- l'<• I u <.1 (. flu .lt I. a.n IMIIICKGLA\\ CNTr 1* 01111It.\ - Ns.t..v.(ra(I.0 E_, D_ C,, Mid 29. 2002 Masonite International Corporation W cam, l v w0 at ago" mO.OKnlenl mitts sattditll,ans. design and DrodW cmd %.a^i b cnxlde r roA mM t. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: v7 r 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: 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraft AR EK" I•INI NI:I.\\ti Lfl'1'N \'•11.1(1Ni rMG.awN rOwN••Ewvl Dow, C,, ^ Aprd 29. 2002 Ow• • Oe MdsOnite International Corporation Ow con,N vwodnm of woolen N^wo.c males speo4noNs, d idn and0 wo l deua %.tro tc mn ct .Ntw ."' XX Glazed Outswing Unit APPROVED ARRANGEMENT: 1 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". Double Door Maximum unit site • 6'0- x 6'8' Design Pressure 55.0/-55.0 limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•national• state 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: ao ao ao as oa 000 oa 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: as oa as ao nn an 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA., 24 IUL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK" C.,I'M 1' Ilr MA, Nr..I•.vN l-,—E.w, 0— ()()C.',yyZ• e Apid29.2002 Masonite International Corporation 0w co,nMwrlp WdQr of d,oducr ,ndlo„mrnl intscs so.0...nt, d,sgn and woducr ft." SWRtI ro C-0, -r-1 MI , XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: A 00 ao 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). WArNAOds State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK' y I'IULKI:LA.SS CH'I'"V UUU"\ 0— C4,4, April 29. 2002 Masonite International Corporation Can4rWn•D DrOenm Or ww— rtTOrOvtminl —k. Sw,,icmionS, D<S•p-M ww.. dcW SOOICU M COSn4( "•mON MIKE A XX Glazed Outswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT. 0 O r'. _ zaiel 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 87 Design Pressure 47.0/-47.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•nation2l. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 404 Series 00 00 822 series 0 108 Series 0akcraff wa .d• , n F'rc aA AR EK" (.e m..ar r.a.+ V.bLMcln[x L'Wr—'•000.8 4—re..Nn 1-0ew. Apra 29. 2002 o....., o.... Ora c_kopoeUm O1pww.np._j(Mes sw.jKjj_. etsqn eM P,e_ Masonite international Corporation deUd UAW WC",-i AM-