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Home My WebLink About333 Appaloosa Ct - BR03-002936 - SFRPERMIT ADDRESS '12;z CONTRACTOR ADDRESS G PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250. Hazeltine Ivat'1 Dr #102Orlando, FL 32822407)8S779101 CBC 655300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION Qlo A 4zo PERMIT #6 s %tN* DATE a® PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 3 t d cn cn J CERTIFICATE OF OCCUPANCY / COMPLETION ThN is to certify that the building located at 333 APPALOOSA CT for which permit 03-00002936 has heretofore been issued on 10/08/03 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 tLJ ,Cl., q CL., &" complies with all the building, plumbing, electrical, pning 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: / FIRE: Finaled Ala c 0--. -TL / 136 Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In 6-/c A,8 Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs d(o/Oy /k9; Lights Storm Sewer Driveway Street Work FRRS PAM DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 11/03/03 01-APPLCTN FEE -ELECTRIC 11/18/03 01-APPLCTN FEE -BUILDING 10/08/03 01-APPLCTN FEE -MECHANIC 2/13/04 01-APPLCTN FEE -PLUMBING 10/28/03 CERT OF OCCUPANCY-DUPLCT. 1/13/04 02-ENGNG DEVLPMT FEES 10/08/03 01-FIRE IMPACT - RESIDENT 10/08/03 DATE APPROVAL AMOUNT 20.00 20.00 10.00 10.00 10.00 5.00 10.00 59.27 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 333 APPALOOSA CT for which permit 03-00002936 has heretofore been issued on 10/08/03 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-LIBRARY IMPACT FEE 10/08/03 54.00 01-OPEN SPACE 10/08/03 279.61 01-PLAN ALTERATIONS 12/18/03 35.00 01-POLICE IMPACT - RESID 10/08/03 91.93 01-RADON GAS TAX FEE 10/08/03 17.34 01-ROAD IMPACT FEES 10/08/03 847.00 01-RECOVERY FD/CERT. PGM. 10/08/03 17.34 01-SCHOOL IMPACT FEE 10/08/03 1384.00 WD IMPACT:SINGLE FAMILY 10/08/03 650.00 SD IMPACT:SINGLE FAMILY 10/08/03 1700.00 a 7/U OWNER BUILDING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 04/22/04 PERMIT #: 03-2936 ADDRESS: 333 APPALOOSA CT BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: MARK 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering Public Works Utilities 2,3/o¢ P. s ab-r lr 0*011 Fire No Sob 0 (< +/-Z -7 /0 4- N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY 0 D REQUEST FOR FINAL INSPECTION&bla- DATE: 04/22/04 PERMIT #: 03-2936 ADDRESS: 333 APPALOOSA CT BAKERS CROSSING CONTRACTOR: D R HORTON PRONE #: MARK 407-466-4366 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 ublic Works dam'f- Utilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) T CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" C.O./C.C. CHECKLIST - Q.3TWTIVES DE f. DATE: PERMIT #: ADDRESS: CONTRACTOR: 04/22/04 tNffmB DATE u-Inity iospemes Fju+i----------------- - - F'DEP Clearance - Wcdelr--------------------- 03-2936 F a Ep .aTrs lze - Sewer city 'services E-asenients ----- 333 APPAI.,OOS-A-mU - <u, BAKERS CROSfS'ING--------________---.___._----------------- PRONE #: MARK 407-466-4366 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 Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD 4/23/04 Address Misc. Information Maintenance 08:55:31 Location ID . . . . . . 251105 Parcel Number . . . . 18.20.31.,-0000-1090 Alternate location ID Location address . . . . 333 APPALOOSA CT Primary related party . Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 1.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 100903 _ CSVC UT BP -2 PD - - SEE REC 2 09 _ T= CSVC UT 4" WA METER SET FEE $190.00 PD 1 - - 3 T _ 4.00 CSVC UT REC 6128 0 903 _ 67n _ 7. _ 8.00 More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel Z FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION .CERTIFICATE Important: Read the instructions on pages 1- 7: O.M.B. No..3067-0077 Expires December 31, 200° SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company. NAIL Number 333 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 109, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120189 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, usedepth ofWing) 1201890045 E 4117/95 4/17195 A 24.6 ergu. moicate the source of the base Flood bevation (FIFE) data or baseflood depth entered in B9. FIS Profile FIRM Community Determined N Other (Descibe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum usedfor the BFE in B9: N NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in aCoastal 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: Construction Drawings" Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction ofthe building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide asketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARIAE, ARIA1-A30, ARIAH, AR/AO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section Dor Section G, as appropriate, to document the datum conversion, Datum NGVD 29 Conversion/Comments NONE 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) 28, 0 ft.(m) Ca o b) Top of next higherfloor 37, 0ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) 2 o d) Attached garage (top of slab) 27. 5 ft.(m) o o o e) Lowest elevation ofmachinery and/orequipment w v servicing the building (Describe in a Comments area) 27.3 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 27.3 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 27. 4ft,(m) V) o h) No, of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o I) Total area of all permanent openings (flood vents) in C3,h 0sq. in. (sq. 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. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDUE, 4ITqB WINTER PARKFL 32789 SIGNATURE I DATE TELEPHONE KJOWMAr 4/26/04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) ORP.O. ROUTEAND BOX NO. 333 APPALOOSA COURT STATE ZIP CODE Company NAIC Number CITY FL 32771 SANFORD SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketchor photograph.) E2. The topof the bottom floor (including basement or enclosure) ofthebuilding is _ ft,(m) _in.(cm) above or [I Wow (check one) the highest adjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6-8with openings (see page 7), the next higher floor orelevated floor (elevation b) ofthe building is _ ft.(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, If available). E5. For Zone AO only: If noflood depth numberis available, isthe topofthe bottom floor elevated in accordance with the community's floodplainmanagement ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued orcommunity - issued BFE) orZone AO must sign here. The statements inSections AS, C, and E are correct to thebest ofmyimowiedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date ofthe elevation data in the Comments area below.) G2. A community official completed Section E fora building located in Zone A (without a FEMA4ssued orcommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ofthe 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 ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF.SURVEY DESCRIPTION (AS FURNISHED) LOT 109, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). PT G 4 01 1 a yoyr:°o CENIERLINE OF -G0 O• ,C`` RIGHT OF WAY O / PC by i O1 i r'CONCRETEb..::- DRIVEWAY' so 6 s0 og29'4, LOT 110 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF:---------- DHI TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA DOUGLAS SCHEELS AND KENDRA SCHEELS DHI MORTGAGE COMPANY, LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 04-23-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL - NO 120289 0045 E DATED 4/17/95 AND FOUND THESUBJECTPROPERTYAPPEARSTOLIEINZONEA, AREA WITHIN 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. -AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VIRTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 109 BEING S89'41'11"E PER PLAT. FIELD DATE:) 12-23-03 REVISED: SCALE 1" = 30 FEET APPROVED BY: SJ FINAL 4-23-04 CKS JOB NO. ASM42456 FORMBOARD 1-14-03 CKB REPOSITION 10-28-03 JML DRAWN BY: PLOT PLAN 8-22-03 JML O A=28*57'18" R=50.00' L=25.27' CB=N47'35'21 "E C=25.00' 1" = 30' GRAPHIC SCALE 0 15 30 TRACT "J" 122.23' NON RADIAL y9 j S89'41'11 "E l of 3x3 A/C PAD IIi.,...;..., 53.0' 1 tO I wof COVERED b i i •-:. ENTRY TWO STORY2.3 II w CONCRETE BLOCK I w 3' RESIDENCE zFINISHFLOOR 2.3' ELEVATION=28.04 I 6.0' 1 < o2'x1.4 TYP A8.1' 1 53.0' O O L J r- W LOT 109 m n 31.0' N90'00'00"W 91.75 TRACT "G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 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 POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBQ6,393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789- (407) 426-7979 O 07 LL1 z W N 3ZjLIJa J 0 J F 5;O K OZ. m oa, a 1 a J LLJ It 00, O W QFND NAIL AND DISC LB #6393 (04/23/04) FND 1/2"IRON ROD AND CAP LB #6393 (04/23/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTE 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 i o a• A, i THE WILLIAM R. M DA e:)r'iZ"' irt,-,-x •ea'%3_arw^' ri'-s'sa• t `h: 11 .:, a C'f tY Or, SAN FORD PFRMrr APPLICATION V ?I iy,.,. } ;;;I•; . Permit 3 aol3 Addr'ess Description of Ir''ork- Historic District.. Zoning: Value of;Yorks Permit Type: Building Electrical MCC] anical Plumbing Fire Sprinkler/Al n Foul . Electrical: New Service — # of A MP5 Addition/Alteration Change of Service Ternpor&y Pole _- A4ecbanieak! Residential Non -Residential Replacement New (Duct Layout &. gergy Cali_ Requi edl)l Plumbing/ .New Commercial: # of Fixtures # of Water & ServerLines # of Gas Lines Plumbing/ New Residential: # of W' r Closets Plumbing Repair— Residential or Commercigafl Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required GA i' «t.:U,E>r' c:fil2inXy Parcel #' ( Attach Proof of Ownership & Legal (Description) Owners Name & Address: Phone: _ Contractor Name &Address wt9(S . eTi? f'itfltiTlf9 UILM21t License. -Nun, M 17AW AVOWPhone &Fax: WE MARV FWRildhd+t I 7aGt V /ii/d. J pQQ0 32448- b ,.7 ! Bonding Company: Address; Mortgage Lender: Address: Architect/ Engineer: Phone: Address: Application is hereby-rrtade to -obtain a permit -to do the work and insiailations-as-indicated: 1 certify that no work orinstallauon has comniclic:ed prior fu the — — issuanceofaper,nit and that all work will be PeTforrried to meet standards of ail laws regulating.construction in this jurisdiction. I understand that a. separate permitmustbesecuredforELECTRICALWORK, PLUMBING; SIGNS, WELLS, POOLS, FOKNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S. AFFIDAVIT: I certify that all of theforegoing information is accurate and that all work Brill be done in compliance with'all applicah i(la vts t c f u] tmg constructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COM_MENCEMENTMAY RisSUL-i' it i YC5 i'J)'f TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OV A14 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 thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agenci:c;; or fi:.derh.l agencies. Acceptance of permit is, verification that 1 will notify the owner of the property of the requirements of Florida Li • vv, F FE6._j 3 2004 l7Signature of Owner/Agent Date Sign re of G ctor/Agen Date C: hRT G. DLLLO RUSSO Print Owner/ Agent's Name: P'rin ContractorAgent's me; n Signature of Notary -State of Florida Date Signature of No_y-Siate of Florida Date Ottiier/Agent is _ Personalh tinotrn to Me or Contractor/Ae:-.: i; Personal 'Known to Me or Produced IDProducer.*-) 11'I' LIC:11 ION AI'I'I20VFD BY: Bldg: "Coning' 1,";,;;:_;s; liD Initial & Date) ( Initial fi Date) (Initial fi Date) (hritia D 1Piciu! Conditions; 111rsiNIJAU. IUHN': H D T,"IMISSIOfd # DD 212893 EXPI'=ES: Jun, 14 2rp.? eV. B-°^ lhuw' ryFuL.cl,n nvn'rs_ f lQat u o S 90'00'00" E 3 110.00' O p gn 101 5 8 C V N S 90'00'00' E 3 115 25' (NR) I- s C35 C23 1 C18 joLoal8?. I 25.93. Y s I N w 1inona U S 89'41'11" E 11 00' :- C41 e N o L6 PI RP 102 o cV g 8 100 C24 I^ v LAND S 89.41'11" E tO `' S 90'700'00" E C25 C2 122.34' 152,34' (NR) I z a C34 o g 103 I S w TRACT "B" `b 99 0 h J OPEN AREA $ i IS89'41'11" E I u~i 346.13' 4 125.00' 12193' w 0' 50.00' 50.00' 50.00' 50.00, 25 75.00' W 25 w IS I 8 104wwww g Q aS94Sa9596S $ 97 g 98 f' S 89'41'11" 0 0 0 Z U E 2,.52 ' gz J' z 50.00' z 50.00' z 50,00' z 50.00' 50.00' C20 I a $ 105 g 90'00'00" E 370.00 4 1'00• E TRACT "A" _ 420.00' N PI S 89'41'11 E LUSITANA WAY n t21 11' w90'00'00" E 370,00' 0.00' 50.00_ 50.00' 50.00 50.00' 35.00' I ' g I N c21 SI8 106 w w w w w S g 0o$ 8 g g I Q S 89°41'1,- E Q Z S ci Q c o 0 120.70' R g 37z 136z 135z 134z 133z 132 00 SWZ8 071 18 LO QIN N W 04' 50.00' 50.00' 50.00' 50.00' 60.00' I` 5 89'41'11" E~ z127w128129w130w131 120.29' 0 26w 8$ gQQQ ci g 108 I$ 3 0 0 2525 O z z z z z O C17 PT C S 89.4 11" E I I 00' S0.00' 50.00' 50.00' 50.00' 35.00' C16 4C40 119,24' (NR) 119-2 w IOW'00" E 378.52' N PC C5 C26 TRACT 00'00" E 367.78' ENC15C14 - S 60.00' - 60.00' 75.00' 22,231t" 47.78' C42 1122.23' (NR) 5 C37 27 <9 I 3 w w w w tZ.e' -- tiR g 0 114$g113 gg 112 8g 111 SvI W 109.I' 8^ g 8 8 IPA 110o$ o$ Q ( NzzzzOCIZS' ENVIHCWENTAL CONTROL CASEMENT n z 1 60.00' 64.00' 75.00' 75.00' z 85.67' 1 z 91.75' 1i 00" W 600, 56' TRACT "G" 25.00 25.00 BAKERS CROSSING PHASE 1 NORTHEAST CORNERPLATBOOK60, PAGES 27-29 TRACT "G" BAKERS CROSSING PHASE I w MD INDICATES SAINT JOHNS RIVER Ek MANAGEMENT DISTRICT I N Q LU LLOaz O w swLJ W asQ NU L) Q w f NOV-18-2003 TUE 03:10 PM DR HORTON HOMES ORLANDO FAX NO, 4078579228 P. 01102 r" 01WHOEMNFAX /I fflw.,O&Awor 6250 ltuzettlnc National Dr, Suite 102 ORF ANDO, FL 32822 407/857-4101 Fax:4071857-0228 TO: yl _L c I UPS FROM: PATTY COULTON F-AX #: ` (G PAGES: PHONE #: DATE: eo !) )) p az COMMENT: -Meas---e, kame, anompkAip ljC of 4-fi iS hou'se, is A rmll-51 1e Th you NOV-18-2003 TUE 03:12 PM DR HORTON HOMES ORLANDO Per. 29 09 08:59a gas 3401111% n1 nr rya FAX NO. 4078579228 P. 02102 P.1 0CSCR!P IION (AS FURNISH1.0) 101 709, BAKERf. CROSSING PNAI;1 7 Al', R(CQVPI D IN VIAI 000K G7, PAGI S 91-99, 01' (111 11MIL1C RECORD, Ot SCMINOLE r,.0UN1Y, rl.OF1DA 1 1 ypGQIts. tiQP . f^ ti• W NIrFi q wnY ' A THIS MAY NOT PASS PERMITTING - THEY MAY CONSIDER THE CIRCLED AREA THE FRONT AND THE FRONT ., SETBACK NEED TO BE 25'. PATTY MAY WANT TO CHECK 1F PERMITTING WILL PERMIT THIS BEFORE WE DO A REAL PLOT PLAN. Rinl' I TRELIMINARY 12 Z. Z3' AAIµ S89' 41'1 t "E A Ar••' TIrVATt), y.7 r.N FlhfrlCG i i. . _ '• LV(Ai MDDfITD7RIucN• tr;Lu 9. 116 .,.. ._ _.._. S6 pj 9 rr r i nl I C31 11U U o=28'57'I8" .............. r= aoo' 1._ 25,27' CB-- N47'35'21"E C- 2:5 00' NiAl DING St I/JA(:K:i I' RUN 1: 25' R( AR: 2U' I` kCPARVO MR- 51DC7 Y n, 17 nGn^J0N oRNLR! IS M!, IV; ;IQ" I IMVAI:(r.(ti IDIOM ARE. r'741 1.01 Ip<nOlrvf, PI Ahj I•RONq(1) HY MC CUrNt. 11II': lUli rIAN I, tNTf Nllr(1 Itm I'LVvITT,N(, allReff:l'r; Im Y. IIn5 I1p Nni MTrNr)(r/ iw 4n. EG9^.19ucrirrm or LIf ^ 3 a9?111 II(llf $, r:Er(n r0 Iloo-;l 17 AN AI-D (M'TION I t;fi LYNar1l1: (ION. 111. ( L1 OV::TT IJACK I IAES ;:•(OWN NCRI OU 1:; In R RATA Y (' IrI :VI AND I'i FOR W)"JRMAriCNAI THIS IS NOT A $VRVEY THIS IS A PLOT PLAN ONLY OAVE VXAMINIO )III I.Imm C0MMVNIIY VANI I n ao"e) RRn. (. OATr.Da/v Arm FOUND AFOUNDTHEU11.4' Cl nPOPIRrY AI'1I. .; TO ur IN OOTI JONI A, ARE, M11- 11' n YtAlf 11 O(A) PLNIr A ZONr X. ARIA UUI;foC. IM 'I AK rl'JrJn rrAW. o01M VI K INL nROnrr"I n OM i I INt; M1I'r4 rf.! To IN' Ot116IO1 Jill- IDQ Yr M; from I-InIN. GrAnIN(: !;no , N II(.Rr.ON ARCRANI) ON I! IfNi;.r,,! 61,Y (INf- GI IOI IU9 nrlfrG :iATII 11 L IV CI At p414OAll 1" ib 1 r I I ---••• Iw ruNll` Ar Iu•TA o.IMF IWA.a( 9Y. 1p1 rvAN A n 01 .nI f` II I OT 109 I IMAIIAQ . 1, If W h^, N90. 00-00 W 91.75' IHA(, f "(". BAKERS CRC!' SM; PHA;'il: 1 11 AT 800K F,76, PAGE; 27 25) LM CF' NO ANNNc :d Illnlx tnx, q11 MNNIIN rUf Mnar ffNfI III INr IrNI rIxNI UN rN}IAl•Arrl Nran a wAv IrtN r"A nun NN uNI Y:AI I'liN'fN ii fll vAlulN rr}: ;•(iINt IM I INN'Wtr,Ir,fYnlrlY RnA VUI LMAMI Ntl. ;u{. I-rN1N NI I,nu Iy nuM a nrn li •w NI 1 1 I'tY11:rN if A nnl'1111 A. Am InAMrr rA wo ' nlxN wxr, nu;r.. ; 11t Nlrir.. urx;m r nxn .: 1mv1 Arr ' It nI Nun : t;I I;NA1ul nu}u: IY'J 11 NVANI NI In I,MMI yrNnNi MI '•'It N gYXrA awl! rr III MIIt". nnrllr{ ,MII if 11:NIII15 Ir; au 1'111 1r1 "'•n r.mi ,rn ,rl x:,l: •. r,:r,1 I/ wVrr`u; rA'Iarl 1 nlMN'rfl'1 rrin ,A mf Nl. rN i,) Y+'fIrIANn A/t. Aw IIMxIA{xN I PI: MIIllw rlrw lnn luwlr wMl I J11. 1 Nr wMANN'I'A In'INI I fxr vrNI m ni rr •a NI AlII(AM Ir 11A1n I I M,,n r, MAn•NA1 MIN I— rll(fY,1IIIFAY ii n '.rtuma rrtt x' frnl rtnv}nr: rvrtN I. 11+ 1: LIIRYT Y(Tfl IIA': NO( nIP •IRAf.II (I till IAND 'a mMN IlllilllNJr`.* In-Aurf'"r•, ITOIII elf W4Y. T; INIt: I ION.; of Gr CYAO111) ICHMAY NIrOI 1141 RILE DR IlW Of Iln LARD 7. No VNUI' rl:RQI lNo INnRnW WN l': IWA nr.F,N LtKArE0rl(trnt A; !alyNn. J NOr vil m IRnmpt Im :ict,"uRr Alm Nt nibul N. rw5ra nrN OI A WAOA I I(7N1 O W111A YOK AND III M, IRttt'VINt , y, 1 ARY IMIN IIx< CI,N'InICAIItMVr•AV A)IIIjAfIIyI NI»O u iup,» NAB D 1A'il 'JNIIII :nr,GT 5(rIrIA'1I y(npI (Auf) , 7C. f7i'A OnvID M. Uer 41000 P M,1Sb;•g uell PLOT PLAN DESCRIPTION (AS FURNISHED) LOT 109, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT IN CONTAINS 12,363 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 1478 SO. FT., f TOTAL SOD 8778 SO. FT. t PT J GOf P 54Q- "P' 1'' 50a/ G0CENTERLINEOF RIGHT OF WAY \ PC 10 00 O,ti26J ..'1J OAP LOT 110 O A=28'57'18" R=50.00' L=25.27' CB=N47'35'21 "E C=25.00' BUILDING SETBACKS FRONT: 25' REAR: 20' PREPARED FOR: SIDE: 5' D.R. HORTON CORNER: 15' M LW: 50' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. 1" = 30' GRAPHIC SCALE 0 15 30 I TRACT "J" 122.23' S89'41'11 "E I ti sss ;` S LOT 109 DRAINAGE TYPE B Q 6 0, 9 17.6' :... . I 19.6' N N 14.7 5.7' a O O I 40.00' L I 28 4 I A/C' a I •. I" PROPOSED MODEL 2879 I FINISHED FLOOR LJ ELEVATION-27.8 O IO O L17.8= — 40.0' 0 PAT10: O O o z N O r` Cn W z W N 34,4' O Q2Y 1 010 Z w J ' yo w h 0mUoa a 01 J a 'raIILLI 0 0 OD NN O O N 34.1' 6a N90'00 00 W 91.75' TRACT 'G'" ' ' 4N BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 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 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 BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN & ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN, HOWEVER THE PROPOSED DWELLING APPEARS TO LIE OUTSIDE THE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON ITHENORTHERLYLINEOFLOT109 BEING S89"41.11"E PER PLAT. FIELD DATE:) SCALE: 1 = 30 FEET APPROVED BY:_SJ REVISED: LEGEND BUILDING SETBACK -LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE PCC POINT OF COMPOUND CURVATURExPROPOSEDELEVATIONPOCPOINTONCURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT O CONCRETE 6 DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCYM) MEASURED lYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FNO FOUND COW CONCRETE BLOCK WALL C/'N CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUSCPCONCRETEPADCSCONCRETE SLAB PB PLAT BOOK C CHORD LENGTHPCsPAGESR/W RIGHT-OF-WAYNCNATURALCRADEORBOFFICIALRECORDS BOOKSO. FT. SQUARE FEET 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF FHE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO, ASM42456 DRAWN BY: PLAN 8-22-03 JML AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB,y6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 AVID M. De FOR THE8ra FIRM PSMy5038 DATE PLOT PLAN DESCRIPTION (AS FURNISHED) LOT 109, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 109 CONTAINS 12,363 SQUARE FEET f THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 1478 SO. FT.. f TOTAL SOD 8778 SO. FT. t Q J GOr PT c 0 P CENTERLINE OF RIGHT OF WAY \ G PC i 1"= 30' GRAPHIC SCALE 0 15 30 I TRACT "J" I 122.23' S89'41'11 "E 26. I OLOT109I DRAINAGE TYPE B i I W S6 g O,, 1p w 17.8'_V19.6'14.7 I 34.4' w a O 40.00 J o I t- " In I I I wilI ce m I c)ip 2g 4 i A/C, w t J a I PROPOSED I a o 00 W MODEL 2879 I I FINISHED FLOOR D Lr..l ELEVATION-27,8 i O V) O I i O I I 0 O I 0 o o i Z n N I LOT 110 OA=28'57'18" R=50.00' L=25.27' CB=N47'35'21 "E C=25.00' BUILDING SETBACKS FRON T: 25' REAR: 20' PREPARED FOR: SIDE: 5' D.R. HORTON CORNER: 15' MLW: 50' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. 91.75 TRACT 'GllfY OF SANFO D BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 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 BOTH ZONE A, AREA WITHIN-1'OO-YEAR FLOOD PLAIN & ZONE X, AREA OUTSIDE100YEARFLOODPLAIN, HOWEVER THE PROPOSED DWELLING BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 109 BEING S89'41'11"E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE x PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT OCONCRETE A DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATUREPRMPERMANENTREFERENCEMONUMENTplDENOTESPOINTOFINTERSECTIONPCPPERMANENTCONTROLPOINTPRCDENOTESPOINTOFREVERSECURVATUREP) PER PLAT PT DENOTES POINT OF TANGENCY M ) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND COW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/K' SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLABPBPLATBOOKCCHORDLENGTHPCSPAGESR/W RIGHT- OF -WAY NC NATURAL GRADE - ORB OFFICIAL RECORDS BOOKS0, FT. SQUARE FEET 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, I" JOB NO. ASM42456 DRAWN BY: 8-22-03 JMl AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 320 EAST SOUTH STREET, SUITE 180 ORlANDO, FLORIDA 32e01- (407) 426-7979 DAVID M. De FOR THE gu.Q`3 FIRM PSM//5038 DATE 10-03-203 9:52AM FROM P.1 l ,^.jG 7 CITY OF SANFORD PERMPI APPLICATION Permit #_ UDate: W ` W lob Address; r__ Description of Work: Historic District; Zoning: 'Value of Work: S 4DO' 00 ti e w v'aram. q Permit Type: Building Electrical -,/ Meoltdnical Plumbing Fire Sprinkler/Alarm Fool Electrical: New SeMw — # of AMPS Addition/Alteration Change Of Service Temporary Pole ___ Mechanical; Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas 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 otiacr Rhin X) Parcel #; (Attach Proof ofOwwnership &/Legal Description Owners Name & Address: -4, x7 IY2 4u 0 S; ly a Sp /17,vl- zt 1JS% e / /,jeo ?,Cr O/'Cln da F4 3a Phone: Contractor Name & Address:. /l/o State License Number: 6 dp Phone & Fnz; D - S - yo -sa , fzrii" Person: oN t;y .'Oti' Phone: y0 Bonding Company Address: Mortgage Lcndcr Address: Architect/Engineer: Phone: Address; Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceOfapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, 80I1-ERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. WN 'S AFFIDAVIJ: I certify thar all of the foregoing information is accurate and that all work will be done in compliance with all applirxhlc laws rcfuladngconstructionandzoning., WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOuk I'Aym', TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR AN ATTORNEY BEFORE RECORDINC'r YOUR NOTICE OF COMMENCEMENT, N2Z[$Zg: In addition to the requirementS of this permit, there may be additional restrictions applicable to this property that may be found in The public records ofthiscounty, and there may be additional permits required from other governmental entities such IS water management districts, state agencies, or fedenal agencies. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS/713. Signature. of Owncr/Apenr Date Sicn;uurc ofContractor/Agent Date Print Uwncr/Agent': N;,mc Print C= clot/Agent's Name Signature of Noiary.Statt of hlohda Date SiStlature of ' _Start of Florida I)alc Owner/Agent is .."Personally Known to Me or Produced ID „_ _ _ APPLICATION APPROVED BY: Bldq: Special Conditions; op0 °o Bonny G Lagan Contractor/Agent is _Z''crsonally Known to Me My COMMISSIOn W201651 ProducedIDTr','art Ex I DrooMay 17 2007 Zoning: Initial & Date) (Initial & Dare) Utilities: FD: Initial & Date) (Initial do Date) 5-06-203 7:0PAM i=RUM W!tl+orr- i '"1 nw•.yq .,, ,..,a, • . ,,y... , CITV OF SANFORD PERMIT APPLICATION d3 - q3 lea Date: O Z ((3 + Permit A Job Address: 3 3 Description of Work: r...,,.;. . Value of Work: SHistorlcblstrlcti7.nninR: rt Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Permit •type: Buildlnli_ Elcotrical „ Chan bre of Service Temporgry Pole _' Riectrlexl: New Service - p of AMPS 5V ZOO Addition/Alteration jechanical: Residential _ Non•Residcntial Replacement New {Duct Layout & Eriergy C Ic: Requited) Plumbing/ 1. New Commercial: # of Fixtures # of Water & Sewer Lincs d of Gas lines Flu mbinoew Residential: # of Water Closets •_ Plumbing Repair —Residential or Commercial ' Occupancy Type: Residential Commercial Industrial Total Square Footage; Construction Type 0 of Stari3ti: v of Dwelling Units: Flood Zone: (FEhiA form required for olner In— •) PaYuJ><. ( Anach Proctofownership B ttigal Dtacrlptton) 1' -2t?.f ' I:'L Luc Owncra Name & Address; , / 1 C ] l 0 J Z Z— Phnne: _ — 1 a 5 15ContractorName &I " •3 y titatc Liccnsc Numhcr X Contact Perron: L S l_ I Phone HQPhone & Fax: / - Aonding ( Company. Address: Mortgage Lender: _ Address: Phone: Archiloct/ Engineer; i•' aa: . Address: Application is hereby made to obtain a permit to do the work and initallaliorts as indicated. I certify that no wink or insullaaon has commenced prior to the issuance of s permit and that all work will be got to meet standards orall laws regulating construction in skis jurisdiction, I undcrstantJ that .4 scpar" G, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEs TE)tS, TANKS, and permitmustbestcuredforELECTRICAL. WORK PLUMBIN AIR CONDITIONERS, ctu, QWTyER S AFFiDAV IT: 1 eCTti(y that all ot'the foregoing informarion iA accurate and Out all *%wk will be done in compliance with all Applicable li,s NFvl nng NGconstrucrionandzoning. WARMING TO OWN6R: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYF' TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LFNDER OK "IN ATTORNEYBEFOR? RE.C:OR INO YOUR NOTICE; OF COMMENCEMENT. NOTIC : In addition in the requirements of thiF permit. there may he additional restrictions stpplieable to this properry that may be found in the public records of hiscounty, and them rNy be addioonai permits rcquirod fmm other govemmvrsul cnritim such as wafer management disrricts, state agencies, or federal 1i;m Ics. Acceptance of permit is verirleution Ihar I will notify the owner of the property of the requucmc of) Lod x Li Law, F: I C Signature uCOwner/Agcn1 Uute Signature of Contnct00Agcslt Uau Print Owncr/Agen('s Name Print Cvnn-acior/A cn('s ttajnc icnaturc of Nv(ary•$rair of Flonda Katy Signature o(' ai $i+tc nt FI-rl `J Dutc t iwiier/n,gcnt is „-_— Ptrsunnuy Knn m ni Mc err t.'unlnctnrU,cnl Zyvr:(w3ily Known w Mc n YruJ iCcd ID Produced 11) _.....— unin' 1lliliuux' .. IU. - ---- API, I.IC,tTu)N AI'I%Qv[:O tly:1110g; _ ._.. u;...---.... jlni( I(II & Uaiv) (Initial & D:+tc) (louse: Unc) IIiwILi1 i ')ct: Marie A. Zettlemoyer Commission # DD221380 A..: Expires: Jul 15, 2007 e Bonded Thru OF F° Atlantic Bonding Co., Inc. CITY OF SANFORD PEItMI'I' APPLICATION Permit # : ©2 Z-9 3 io Job Address: 3 33 I)cscription of Work: L— Date: C4- . 2 Itw fG k-' JL-LI03 i'..' Historic District: 'Zoning: Value of Work: S I S Permit Type: Building Electrical Mechanical Plumbing)c Firc Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Altcration Change of Service TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures Plumbing/ New Residential: # of Water Closets Occupancy Type: Residential Commercial of Water & Sewer Lines it of Gas Lines 3 Plumbing Repair — Residential or Commercial Industrial ' I'otal Square Footage: Construction Type: # of Stories: It of Dwelling Units: Flood 'Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: .lam 1 ` J r— Phone: Contra tfr, lMAjgVpt* MRING, INC. VA20027 State License Number. Phone & N EDO, FLORIDA 32 Contact Person: A f 1' t 401) 66-3994b TKivT,a—L-++r s , INC. Bonding Company: P.O. BOX 620027 Address: OVIEDO, FLORIDA 32762-0027 Mortgage Lender: (407) 366- 3994 Address: Architect/ Engincer: I'honc: t , Address: Fax: Application is.hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. oo Acceptance of permit is verification that 1 will notify the owner of the property of the requirements f FI idaw, FS 713. Signature of Owner/Agent Date Signature of Contractor/A11gent Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of 1:10 HALLMY MLNotary0' COM4 CC 875840 EXPIREry 1, 2004Owner/AgentisPersonallyKnowntoMeorContractor/Agent isx Persot6 ue hrulic Underwriters ProducedID Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Utilities: F D: Initial & Date) ( Initial & Date) (Initial & Date) IIU1111111111111all III III It III IIIII 111IIII IIttluulgIII tMal 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 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY HK 05052 PG 1525 CLERK'S # 2003161213 RECORDED 10/ 08/2003 10:54: 02 AN RECORDING FEES 6.00 RECORDED BY L McKinley 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 isprovidedintheNoticeofCommencement. Description of pro ppertyy: Lot(s) 95, 107, 108, 109, and 121 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0. 00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or otherdocuments may be served as provided by Section 713.13(1)(a)7, FloridaStatutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, c. 0by: Ro-Ferl A. Lawsbn-,, AVistant Secretary Corporate Seal) STATE OFFLORIDA COUNTY OF ORANGE Theforegoinginstrument was acknowledged before me this da of 2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporatton, on e a o t e corporatton. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSIONNO. DD134330 sIFE!)C! MYCOMMLSSIONEXP. ULY26,2006MarignatureNotary Seal 9 YANNFrylo ., 11iERK OF CIRCUIT COURT IEMIN COi1N 711 AFORIDA 08 200 Ja COUNTY OF S[MINOi[ IMPACT FEE STATEMENT' ISSUED BY CITY OF SANFURD STATEMENT NUMBER 103-75719 DATE: _... /....... BUILDING PERMIT NUM ITY) COUHTY NUMBER: UNIT ADDRESS:.''- TRAFFIC ZONEx JURISDlCTION: V CITY_0- SECx ___ TWP: RNG: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: h OWN[R >fAME: W ADDRESS: I«-- 6lf;qi^-' F 7--------------'--~—- APPLICANT NA E: ADDRESS: _______________________________--_-------------------------------- LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL 0U[ TYrE DIST SCHEDULE DESC. UNIT OF UNITS ROADC ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O SCHO[LS CO -WIDE O STATEMEH / RECEIVED BY: PLEAS[PRINT NAME) dwl unit $ 54.00 1 $ 54.00 dwl unit $1,384.00 1 $ 1,304.0O AMOUNT DUE $ 2,285.00 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AHD E]iSUR[ TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *=( DISTRIBUTION: 1-COUNTY _ 3-CITY 2-APPLICANT 4-COUNTY NOT[** PERSONC ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. P[RSOH ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN RECCEGT WITHIN 45 CALENDAR DAYS OF THE RE[[IVIHG SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REPLEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFOR0, FLORIDA 32771; (407) 665'7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT ' 300 HO T\| PARK AVENi} ~ SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MO NEY ORDER, AND SHOULD REFER[HCE TK[ STAT[MENT NUNBER AN0 CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. Ti|lS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF ATZ"', FAMILY BUILDING CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: Description of Work: 50. cr9 , 1='L Historic District: Zoning: Value of Work: $ 10 C) _ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy C'alc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential V/ Commercial Industrial Total Square Footage: Construction Type: # of Stories, # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address:1l Phone & Fax: Attach Proofof Ownership & Legal Description) Phone: Bonding Company: i ' ' `•' esr , t v r r y Address: Mortgage Lender: 2003 Address: T'::' . Architect/Engineer: Addresst i : i . '::1 lrt6'V 1 1} a Application is hereby made to obtain a permit to do the, wtkerad-installations as indicated. I certify that rio3stork:oiiinstallation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. 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 ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of e it is verificatio that I vill ti the er of the property of the require me o Florida Lien L3 S 713. Signature ofOwner/Agent ' Date Signature ofContractor/Agent Date i A _ Owner/Agent is Personally Known to Me or Produced 1D Print 'Anjractor/Agent's NOTARY PUBLIC STATF OF FLORIDA COMMISSION NO. DD134330 ^^ APPLICATION APPROVED BY: Bld L• N%f _l _Z_' _Poning: initial & Date) (initial & Date) Special Conditions: Produced M Unities: initial & Date) or FD: Initial & Date) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use. BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number X>= APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 109, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N' or ##.#####I NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION COMMUNITY 20189 &COMMUNITY NUMBER I COUNTY I STATE SEMINO ECOU11SEMINOLFLORIDA B4. MAP AND PANEL B7. FIRMPANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREASED DATE B8. FLOOD ZONE(S) Zone AO, use depth of lbod'mg) 1201890045 E 4/ 17/95 4117195 A, X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 611. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1, Building elevations are based on: ® Construction Drawings* Building Under Construction* Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(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, ARIAE, ARIA1-A30, ARIAH, ARIAO Complete Items C3.- a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Showfield measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 27. 8 ft.(m) o b) Top of next higher floor N/A. _ft.(m) c o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) NIA. ft.(m) 1 o e) Lowest elevation of machinery and/or equipment w caservicing the building ( Describe in a Comments area) N/A, ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) N/A. ft.(m) Z' m o g) Highest adjacent (finished) grade (HAG) N/A. ft.(m) In o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3h 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, 8, 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. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUIV S EWTNTE. nO ORLANDO FL 32803 SIGNATURE 1 0 V A] J Vo DATE TELEPHONE V r(L11I9/4/03 (407) 426.7979 FEMA Form 81- 31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For.Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX APPALOOSA COURT CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, 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 ZoneAO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA orLOMR-F, Section C must be completed. Ell. Building Diagram Number _(Selectthe building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) E2. The top of the bottom floor (including basement orenclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E far Zone A (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Earecorrect to the bestofmyknowiedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME 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 ordnance to administer the communiVs floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate, Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community4ssued BFE) or Zone AO, G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _fl.(m) Datum: G9. BFE or (in Zone AO) depth offlooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions I hearby name and a Limited Power Of Attorney nt: Craig Coulton and vl?a-'r C` 4i. `+C) each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for mcce and ply t The Building Dept. of: v For a residential permit for work to be performed at: Lot # : / D! P Subdivision: 4.16pus Cross I V) Address: 333 Q-/ o 05 QC, Ez And to sign my name and do all things that are necessary to this appointment, Richard B. Ladd OB0055300 Contractor State Registration Number Signature of Contractor This foregoing Instrufnent as acknowledged before me this: Date: 2.0 By: Richard B. Ladd ( Contractor ) Who is personally knbwn tb,me. State of FI a I OFFICIALNOTARYSEAL County of range / PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 MY COMMISSION EXP. ULY 26,M Nota Public Signature NotarySeal 9 CITY OF SANFORD1 w-- P-0. Box 2847 SANFORD, FL 32772 PHONE' !a (407) 330-5630 APPLICATION FOR UTILITY SERVICE AC(10UN"I' (FULL NAIvf.E) '., N SERVICE: ADDRESS FAX 1t (407) 328 7367 L M.AII..,ING ADllRL'SSI.Sp NI.,=t TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCEOwCOMMERCIALCOMMERCIAL IF pP v .Q(1 S• E F vtiiaC. E a r ZoAorL WORK# 4D+ t O SOCIAL SECURITY## HOME# f\)-R OWNER OF PROPERTY_ I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY, IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDE'PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BEPAIDATTHETIME_ WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS, I MUST PAYALLOUTSTANDINGCHARGES. I UNDERSTANZP IHAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE_ SIGNED-, i ( DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE= D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST 0i 33d LOT # 109 SUBDIVISION: BAKERS CROSSING ADDRESS' S.&2t 2 BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT J C 4i1 iTRQl.. Sentricon* Colony Elimination System Pretreatment Plan Agreement Dato of Install ; Contract Number PUCHASERS NAME AND ADDRESS Name Address_?j 4' OZ City/State/ZIp lAt O 3"Z 2Z. Phone & Email INSTALLATION ADDRESS: l—_ ' U SPECIAL OR ADDITIONAL COMMENTS First tementa`' 'tiiQuarterlyYmentAmount payment due on the Install, Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System, Name Address CIty/State/Zip Phone & Email NOTIFICATION STICKER LOCATED: " 1'7- . DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex willwarrantthestructure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVEEMTHERELATIONSHIPOFTHEPARTIES, Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElanco: 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; and4, during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stationsb, any addition or, removal of Recruit* of Recruit* termite bait; andc. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SePretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandcnditinsnofithisagreementfor : :.......'.. er quarter (3mo period) payable on or before the end of the previous monitoringthefifthyear, and each ear thereafter, Apex reserves the right to revise the quarterlyY , p g period, After per year, q y payment amount, not to exceed 10% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the nrea(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soli contact, standing water, under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under', the area(s) baited. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destroyingInsectinfestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY CIMS ANY -I EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR W IMPLIED WARRAINTES OFFURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACTOR PROMISE RELATING TO THE L PRODUCT CR, SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS y OR Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding a atnst e, economic, negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss er use, l proceed WARRANTY, compensatory, incidental, consequential, exemplary, g g Apex for event shall Apex be liable for any amount greater thatamount paid by the Customer to Ale, or pex for tialhesev any kind, eperformed. andformn . P service to be performed. SENSITIVITY/PHYSICAL FACTORS,. Customer understands and agrees that (I)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy or. sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. I, DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS. The Customer understands that; All componentsoftheSentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2, On expiration or termination of this Agreement, Apex and DowElanco._or.Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition, 31 If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship(notet 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)if the Customer and Apex (Partles) 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)retrleve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (I)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue .this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial Installation, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundatlon, or; (4) any tampering of baiting equipment or suppfles 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 aiteratlon, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals, Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida, In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW, In the event of a change In applicable law as It pertalns 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 fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysintransportation, shortages of fuel/or materlais, 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 beresponsiblefor; (1)termlte damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding lltigatlon, In the event of any dispute arlsing hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures fotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' theprovisionsoftheUniformArbitrationActasinforceintheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C, section 1, et se4, Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators tvilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceedltfg, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties 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 brelievedofanyliabilityhereunderifApexdetermines, in Its sole discretion, that It Is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. 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 tTheApexCorporateOffice. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentitnePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the Inspection was requestcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from its effective date. After thinitial12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex within(thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792407-459.2847 407.858.0540 Tampa, FL 33510 800.929.2847 888.764.2847 813.221.2847 877.459.2847 CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: p Fi. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement, p b, Floor plan indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Fart 5) p C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. . o d, Cross sections all wall sections to be used In the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. o c, Framing plan for floor joists where conventionally framed. Plan toIndicatespan, 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. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. o h. Square footage table showing footagest 410 1 S.F. Garages/Carports Porch(s)/Entry(s)_S.F. Patio(s) i01 _ S.F. Conditioned structure _S.F. Total (Gross Area) ' S.F. 3. 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: it. 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 Fitt 400 W. Airport Blvd,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 anal Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10, Framing 11, Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE By OwngoorAazuthorlz Agent) REVISIONS PERMIT # 0 - 2T5LP DATE /a ADDRESS CONTRACTOR p PH #8-5%-1 O/ FAX #,JS %ZZC` DESCPRITION OF REVISION: UTILITIES FIRE BLDG..., _ PLOT PLAN DESCRIPTION (AS FURNISHED) LOT 109, BAKERS CROSSING . PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 109 CONTAINS 12,363 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 886 SO. FT. t TOTAL SOD 9370 SQ. FT. tPTJ OO OO OO9 CENTERLINE OF C.O 10\ RIGHT OF WAY PC ti O ' 1 , 26.3 •; p i,......, LOT 110 OA=28'57'18" R=50.00' L=25.27' CB=N47'35'21 "E C=25.00' BUILDING SETBACKS FRONT: 25' REAR: 20' PREPARED FOR: SIDE: 5' D.R. HORTON CORNER: 15' MLW: 50' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. Ns9- o2<- S6R9• 0); TRACT " J" 122. 23' NON RADIAL S89' 41'11 "E 0 A/ C—.—. _._.—ci 53. 0' W' PROPOSED MODEL 2879 FINISHED FLOOR o ELEVATION= 27.9 cs 2. 3' o OAI rYa 2. 3' 54. 33' n C, a.: 8 1' 53.0' I O 284 I LOT 109 I DRAINAGE TYPE B LLJ I II 0 n0 IDI I oL._._._.-.-.-.-.-.-._ o PLO z I CITY 1"= 30' GRAPHIC SCALE 0 15 30 I- w a z 0 N 31. 0' 11 6 N90'00 00 W ti91. 75' TRACT " G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 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 BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN & ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN, HOWEVER THE PROPOSED DWELLING APPEARS TO LIE OUTSIDE THE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 109 BEING S89'41'11"E PER PLAT. FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM42456 _ REPOSITION 10-28-03 JML DRAWN BY: PLOT PLAN 8-22-03 JML LEGEND I 1II1I i CO Z LLJ N Qaw 13 LdwaJ o J I- •P 20 Z' o Om 0, I a II LLJ K1 bo :. BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POO POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE x PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PO PLANNED DEVELOPMENT CONCRETE A DENOTES DELTA ANGLE l8 LAND SURVEYING. BUSINESS L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING LSLANDSURVEYORPCDEOTESPOINTOFCURVATUREPRMPERMANENTREFERENCEMONUME14TiJPCP PERMANENT CONTROL POINT DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY M ) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP- RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGESR/W RIGHT-OF-WAY NG NATURALGRADEORBOFFICIALRECORDSBOOKSO. FT. SQUARE FEET AMERICAN SURVE`:' ING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRN WIL IAM R. M SCATELLO JR. P #j4 8 oATE y FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 489M Builder: DR HORTON Address: A 00 So, Permitting Office: City, State: 75o_ni rjCa r-:-L Permit Number: Owner: 7j.2 % 7' Jurisdiction Number: Climate Zone: Central l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, hit Insul, Exterior R=3.0, 876.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ft2 _ 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, 2091.0 ft2 _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0,320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:S dZ. DATE: 03.02 I hereby certify that this building, as designed, is in compliance with the Florid nergy,Code OWNER/AGENT- DATE: 9 - QLR-- D"_- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. z%E ST9r6 1 a 1 f A BUILDING OFFICIAL: n nay (i!agrrr ll a rn, DATE: it 71 9_-7 s•n-7Qe e1.rr+ 41 n D,n.. `aarN EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: 1 BASE AS -BUILT GLASS TYPES 18 X Conditioned. X .BSPM. Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001. FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 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 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 1.8_..X _Conditioned _X BWPM .= Points Overhang_ Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF - Point As 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 173.0(p) -1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 -0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 2872.0 -0.28 804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System = Heating Multiplier Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I BASE I AS -BUILT WATER HEATING Number-of X Multiplier = Total --- - Tank - EF Number of X -Tank-X- Multiplier X Credit- = Total - Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 18544 4898 10495 33937 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, ifmulti -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 4 _ b. N/A No _ 2872 ft2 c. N/A 319.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=5.0, 173.0(p) ft _ c. N/A R=11.0, 460.0ft2 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft2 _ R=11.0, 785.0 ft2 _ b. N/A R=11.0, 622.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone. cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before fmal inspection. Otherwise, a new EPL Display Card will be completed based on installed Codecpmpliarlt featur . Cap: 60.0 kBtu/hr _ SEER:12.05 _ Cap: 60.0 kBtu/hr HSPF: 8.25 Cap: 50.0 gallons _ EF: 0.86 PT, y y0 THE ST91 o. n Builder Signa e: Date: - y lamAddressofNewHome: Aop0,/g0(),S5Z City/FL Zip: 5 l7 e)rd , FL Co l 3 773 DWE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier.is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-99 OTHFR PRFSr_RIPTIVF MFACI IRGQ rmnc+ hn ms+ — e....A-A &. -11 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readil 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 For: DR HORTON Notes: Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Heating Cooling 2872 2872 22976 22976 0.70 0.40 269 153 Heating Equipment Summary Make TRANE Trade Efficiency Heating Input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh Latent Cooling Equipment Load. Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 BoWtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wri0 htsoft Right -Suite ResiderdialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACACX E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1 A -- x 269 - cfm x -32 - _ OF Winter-TD - 9454_ Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 OF Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff. x 153 cfm = 4526 Btuh Procedure D - Equipment Sizing LOWS 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential 5.0.64 RSR26015 2002-Feb 28 13:29:06 iCca E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N- K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R UVLDI_N/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a C n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b C n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a C n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN 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 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b C n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 wrightsoft Right -Suite ResidentialT 5.0.64 RSR26015 2002-Feb-28 13:29:06 lt iC E:tFiles\drhorton\2879t2879REVD.rsr Page 1 BEDRM 4 a n sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 BEDRM 3 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 wrightsoft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 XCK E:\Files\drhorton\2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUAL J: /tn td. 1 Name of room Entire House LIWDIN/FOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 fti heat/cool 8.0 ft heat/Icool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I CIg 1 W) Htg I CIg W) Htg Clg ft) Htg Clg ft) Htg I Clg 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.9 1.9 1000 64 0 0 wallsand e 13C 3.2 1.2 552 144. 88 64 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0"• 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0•"' 0 0 e 0.0 0 0 0 0 0 0•"' 0 0 f 0.0 0 0 0 0""` 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 45251 48 2259 0 0 0 0 Cooling EAN 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 01 0""• 0 0`*» 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 355 9454 3039 91 2424 779 18 479 154 0 0 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 8% Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss101/ 3725 10°/ 859 10°/ 118 10°/ 86 15 Total loss =13+14 40970 9451 1302 942 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100/ 3234 10°/ 605 10°/ 107 10% 26 19 Total RSH gain=(17+18)*PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 20 Air required (cfm) 0 1933 0 362 0 64 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06A--CP. E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IW-11VUHL J: tin t0. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 It 11.0 ft 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 It i heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg I Clg W) Htg CIg I ft) Htg Clg ft) Htg I Clg 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0•"' 0 0 Heating c 9C 38.7 0 0"*• 0 0 0 0•"' 0 0 d 0.0 0 0 0 0'*" 0 0 0 0`*" e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0"*• 0 0 0 0 0 0 0 SE/SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 0^ 0 0 0 0"*' 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1 A 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.61 8.6 16 426 1371 16 4261 137 16 426 137 0 0 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100/ 144 10"/ 149 10"/ 159 10°/ 0 15 Total loss =13+14 1588 1643 1753 0 16 Int. gains: People @ 300 0 0 0 0 1 300 0 0 Appl. @ 1200 0 0 0'**' 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1027 1044 1377 0 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 103 10% 104 10% 138 10°/ 0 19 Total RSH gain=(17+18)'PLF 1.00 1130 1.00 1148 1.00 1514 1.00 0 20 Air required (cfm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gf tsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA. E:\Files\drhorton\2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: An to. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RMJ4MANUAL2Lengthofexposedwall36.0 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft Ceiings Condit. Option 8.0 ft heat/coot 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ft I heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (W) Htg Clg 02) Htg Clg ft2) Htg. Clg ft2) Htg Clg 5 Gross a 14B 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 96 0 Walls -and _ c -13C 3:2 1.2 0 0 12$ partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0"*' 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0`"' e 0.0 0 0 0 0'*'* 0 0 0 0 f 0.0 0 0 0 0**•• 0 0*"` 0 0***• 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Cooling ENV 0.0 0"* 0 0 0 0 0 0 0 SE/SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0*** 0 0"` 0 0 0 Horz 0.0 0 0 0 0 0 0 0'**' 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 00 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 53 1411 454 10 266 86 15 399 1281 0 01 0 13 Subtotal loss=6+8..+11+12 5658 1536 1916 520 Less extemal heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 566 10°/ 154 10% 192 10% 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People @ 300 4 t6043 0 0 0 0 0 0 Appl. @ 1200 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8. +12+16 2311 1574 421 Less external cooling 0 0 0 Less transfer L 0 0 **•* 0 18 Duct gain 10% 231 10°/ 157 10°/ 42 19 Total RSH gain=(17+18)*PLF 1.00 2542 1.00 1731 1. )0"*•46320Airrequired (cfm) 0 138 0 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoft Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29.06 E:\Files\drhodon\2879\2879REVD.rsr Page 3 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: fth La. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 314MANUAL2Lengthofexposedwall59.0 ft 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 ftIheattcool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg I ft) Htg I Clg W) Htg I Clg ft.) Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 432 120 224 walls and e -13C 3:2 11.2 40 0 0 partitions d 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0•"" Heating c 9C 38.7 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0• e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Cooling. ENV 0.0 0 0 0 0 0 0 SE/SW 54.3 52 4006 13 621 15 711 South 0.0 0'"" 0 0•*"' 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: morn b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 10 0 0 0 0 0 0 0 0 12 Infiltration a 26.61 8.6 90 2397 770 151 399 1281 15 3991 128 13 Subtotal loss=6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10% 906 10°/ 151 10% 188 15 Total loss = 13+14 9968 1662 2070 16 Int. gains: People @ 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10°/ 872 10°/ 133 10°/ 167 19 Total RSH gain=(17+18)*PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (cfm) 0 521 0 79 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite ResiderdialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 4CC k E:\Files\drhorton\2879\2879REVD.rsr Page 4 3' bath duct to roof cap r/fan rlearance of 4 Inches around the air handler per the State EnerOY code• All duct has on r=6 Insulation value. SLAB N 4LL Z 0 I— I\ CU00S 0 Q (U OD Q Rating zz N r m J03OO Q ODCl.JCn00 MIf MiTeke July 25, 2003 MiTek Industries Inc 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 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 : I4421339 thru I4421366. Total : 28 drawings. Job DR28791) Builder D.R. HORTON Location BAKERS CROSSING County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 28 Truss drawing. 2) Truss Index. July 25, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2879D Trusses included=28 0,"\DR2879D\a.tre" 14421339 1,"\DR2879D\a11Are" 14421340 2,'\DR2879D\a7.tre" 14421341 3,'\DR2879D\a9.tre" 14421342 4,"\DR2879D\agab.tre" 14421343 5,'\DR2879D\bl.tre" 14421344 6:'\DR2879D\bgab.tre" 14421345 7,'\DR28790\bgab2.tre" 14421346 8,"\DR2879D\c.tre" 14421347 9;'\DR2879D\cgab.tre" 14421348 10,'\DR2879D\d.tre" 14421349 11,"\DR2879D\dgab.tre" 14421350 12,'\DR2879D\dgab2.tre" 14421351 13,'\DR2879D\e.tre" 14421352 K'ADR28791Mettre" 14421353 15,"\DR2879D\f1GlAre" 1 4421354 16,'\DR2879D\f22.tre" 14421355 17,'\DR2879D\f22a.tre" 14421356 18,'\DR2879D\f23.tre" 14421357 19,'\DR2879D\fg.tre" 14421358 20,"\DR2879D\j.tre" 14421359 21,"\DR2879D\k.tre" 14421360 22,"\DR28790\k1.tre" 14421361 23,"\0R2879D\1.tre" 14421362 24,'\DR2879D\11.tre" 14421363 25,'\IA2879D\m.tre" 14421364 26,"\DR2879D\m1.tre" 14421365 27,'\DR2879D\s.tre" 14421366 Na.45161 ; Ar ` STATE OF January 27, 2003 AWARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Addltlonal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing RecommwWafion available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and seat. building designer, erection supervisor, property A securely J2 J3 J4 owner and all other interested parties.. e TOP CHORDS 2. Cut members to bear tightly against eachczc other. WEBS J5 a:3. Place plates on each face of truss at each 4 x 2 orientation, locateFor o 3 ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 o a _ at joint locations. truss and vertical web. 0a 4. Unless otherwise noted, locate chord splices o at 114 panel length(+ 6" from adjacent joint.) c8 C, 1;6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer, 15. Care should be exercised in handling, TM erection and installation of trusses. 11993MitekHoldings, Inc. FORM018,019 HYOR®,AIR Job Truss Truss Type Qty Ply HORTON 14421339 DR2879D A ROOFTRUSS 19 1 optional) ACCU--'SPAWTH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:21 2003 Page 1 1-0-0 6-0-12 11-7-0 17-1-4 23-2-0 1-0-0 6-0-12 5-6-4 5-6-4 6-0-12 Scale = 1:39.6 4x6 = 4 6.00 F,2 2x4 \\ 2.4 3 5 6 2 Ig 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7.10-13 15-3-3 23-2-0 7-10-13 7-4-5 7-10-13 Plate Offsets X,Y : 7:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 105 lb LUMEER ' BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz2=197(load case 4) Max Uplift6=-605(load case 5), 2=-699(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. PiC lot LOAD CASE(S) Standard ......... It f" . t ' No, 4 5161 A a0j• STATE Fs Vc .,4loRtD,' AI t 1 AWARMNO - VerVy design panlsrrseters andREAD NOTES ONTHIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss --- -- designer. Bracing shown is tot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bi1scing 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-W Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION t'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 44 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. F-or tabular plating format refer to the Mffek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c WEBS J5 cc occo O IL O V EL ce c7 ce BOTTOM CHORDS J1 A J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANELOCLIP FORMO 8,019 CLANG -NAIL QR wyvRO„ IR ® _ 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 handing, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421340 DR2879D A11 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-" 5-9-4 11-0-0 12-2-0 17-0-12 23-2-0 1-" ,i 5-9-4 5-2-12 1-2-0 5-2-12 5-9-4 Scale = 140.1 44 = 4x6 = 4 5 6.00 12 3x4 i 3x4 3 6 7 2 1 7 to x6 = 11 10 936 3x4 = 2x4 11 3x4 = Sx6 = 2x4 11 5- 9-4 11-M 12-2-0 17-4-12 23-2-0 5- 9-4 5.2-12 1-2-0 5-2-12 5-9-4 Plate Offsets X,Y : 9:0-3-0,0-3-0 LOADING ( psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) 0.09 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 116 lb LUMBER ` BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7=1071/0-4-0, 2=1167/0-4-0 Max Horz2=189(load case 4) Max Uplift7=-595(load case 5), 2=-694(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11=1624, 10-11=1624, 9-10=1124, 8-9=1638, 7-8=1638 WEBS 3-11=132, 3-10=-579, 4-10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 7 and 694 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. D F CT3 f f p_,.• LOAD CASE(S) Standard "G"'• L•7• b No. 4.5161 STATE OF Qnia. WAJU aNG - Ver-W design paranwten and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Welk connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure B the responsibility of the building designer. For general guidance regarding fabrication, quality conhoL storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onotrlo Drive, Madison, WI53719. Symbols Numbering System General Safety (Votes 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/ 1, J2 J3 J4 TOP CHORDS owner and all other interested parties,. 2. Cut members to bear tightly against eachC7 other. o a` WEBSMJ 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a= truss o at joint locations, and vertical web, ofa 4, Unless otherwise noted, locate chord splices at I/4 length(' 6" fromCSC,o 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. For tabular plating format refer to the Mrlek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING Indicates location of joints at which bearings (supports) occur. MiTek® O TM PANEL CLIP FORM018,019 MANG-NAIL ® HYDRO,AIR - 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421341 DR2879D A7 ROOFTRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-0-0 3-9-4 7-0-0 11-7-0 16-2-0 19-4-12 23-2-0 1-M - 3-9-4 3-2-12 4-7-0 4-7-0 3-2-12 3-9-4 Scale = 1:40.0 5x8 = 34 II 5x8 = 4 5 6 a. 6.00 12 2x4 2z4 7 3 7 8 2 to 3x8 _ 11 10 9 3x8 = 3x4 = 5x8 = 3x4 = 7-M 11-7-0 16-2-0 23-2-0 7-" 4-7-0 4-7-0 7-0-0 Plate Offsets X,Y : 2:0-8-0,0-M , 4:0-1-12,0-2-12 , 6:0-1-12,0-2-12 , 8:0-8-0,0-0-6 , 10:0-4-0,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.25 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.28 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.11 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) 'Except` TOP CHORD Sheathed or 3-1-6 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS- - 2 X 4 SYP No.3 REACTIONS (lb/size) 8=2140/0-4-0, 2=2231/0-4-0 Max Hors 2=135(load case 4) Max Uplift8=-1472(load case 5), 2=-1568(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4117, 3-4=-3944, 4-5=-4197, 5-6=-4197, 6-7=-3944, 7-8=-4117 BOT CHORD 2-11=3630, 10-11=3575, 9-10=3575, 8-9=3630 WEBS 3-11=-100, 4-11=812, 4-10=784, 5-10=-767, 6-10=784, 6-9=812, 7-9=-100 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. S 13 r5) Girder carries hip end with 7-0-0 end setback 1QI6Specialhanger(s) er s or connection s required to support concentrated loads 603.21b down and 528.OIb u at 16-2-0, and 603.21b down ,.• `,., • Pe 9 O O q PP O P and 528.01b up at 7-M on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ; i (••e Y! LOAD CASE(S) Standard 7k '• No. 4.5161 ' 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-154.2. 6-8=-74.0, 2-11=-20.0, 9-11=-41.7, 8-9=-20.0 •' Concentrated Loads (lb) STATE O Vert: 11=-603.2 9=-603.2 ;' ci NaL r ti AWARNZNG - Vsr{jy design parameters and READ NOTES ONTHIS 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. ApplicabllRy of design parameters and proper Incorporation of component Is iesponsibil8y of bulkling designer - not truss - deslgner. 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, quaiBy control, storage, delivery, erection and bracing, consull OST-58 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnp and Bracing Reeommondation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 11/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MIT;ek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 o WEBS J5 Cr 0 0 a _ O 0 a ca c' . Or BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots, Second dirTTension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATEMAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40: ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FOR M018,019 ANG ® HYORO,AIRO1 -• - 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 handing, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421342 DR2879D 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 27 15:40:22 2003 Page 1 1-0-0 4-9-4 9-0-0 14-2-0 18-4-12 23-2-0 4-9-4 4-2-12 5-2-0 4-2-12 4-9-4 Scale = 140.1 4A = 4x6 = 4 5 6.00 12 2x4 2x4 i 3 6 7 2 1 1 US = 9 8 36= 3.4 = 5x6 = 9-0-0 14-2-0 23-2-0 9-M 5-2-0 9-0-0 Plate Offsets X,Y : 8:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.38 7-8 >723 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft'= 480 Weight: 101 lb LUMBER ' BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1071/0-4-0, 2=1167/0-4-0 Max Horz 2=1 63(load case 4) Max Uplift7=-570(load case 5), 2=-670(toad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 BOT CHORD 2-9=1621, 8-9=1328, 7-8=1637 WEBS 3-9=-341, 4-9=299, 5-8=310, 6-8=-360 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 570 lb uplift at joint 7 and 670 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. iF bi f LOADCASE(S) Standard '......... ,, No. 4.5161 0- 0 STATE F I NAll WARNING - verM design pas arneters and READ NOTES oN TEw AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with Mifek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss iiiiiiiiiiiiiiiiiiiiiiiiia 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 brlicing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 ® MiTekHandlingInstadlinqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely'seat._ 14„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 continuous lateral bracing, BEARING nA Indicates location of.joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS a c3 WEBS 4J5 Q 0Cr 0 O 0 a C8 C7 L6 O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 492.2 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke O e, TM PANEL CLIP cnniG-niaL ® HYORO.-!/R.& General Safety (Votes 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 handjing, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421343 DR2879D AGAB ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 1-0-0 6-0-12 11-7-0 17-1-4 23-2-0 1-0-0 6-0-12 5-6-4 5-6-4 6-0-12 Scale = 1:39.6 44 = 4 6.00 12 3 5 2 6 1 Iv 3x4 = 6 3x4 = 7 5x6 = 3x4 = 7.10-13 15-3-3 - 23-2-0 7-10-13 7-4-5 7-10-13 Plate Offsets X,Y : 4:0-2-0,0-0-8 , 7:0-3-0,0-3-0, 22:0-M,0-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS _ 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz 2= 1 97(load case 4) Max Uplift6=-605(load case 5), 2=-699(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 MII20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint l 2. 8) Truss Engineer: Junaidie Budiman, PE##45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 4 5161 STATE OF VV^L WAmNa - Verm design parameters and READ NOTES ON Tms AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent 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, DSO.89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendallon available from Truss Plate Institute, 593 D'Onofrio Drive, Madison, W153719. jj ® MiTek Symbols urnberir'g 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 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c3 11 other. o WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ti _ at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices I14 length(+ 6" fromC, C at panel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 A lumber shall not exceed 19 % at time of connector plates. fabrication, 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 14AiTek/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 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 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, 400" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. n,A Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. e ® 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 erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIPEL FORM0118,019 ,. c'iaroG- ® HYDR&AIR® Job - Truss Truss Type City Ply HORTON 14421344 DR2879D B1 MONO SCISSOR 25 1 optional) ACCU-SPAN= H, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:42:50 2003 Page 1 i-1-0-0, 5-9-12 11-2-2 16-10-0 1-0-0 5-9-12 5-4-6 5-7-14 Scale = 1:49.3 3.4 = 6 5x8 5 I 6.00 12 2x4 II 4 5x6 i 3 7 2x4 II 8 UB 3.00 12 2 9 1 54 3x4 i 5-9-12 11-2-2 16-10-0 16-11-12 5-9-12 5-4-6 5-7-14 0-1-12 Plate Offsets X,Y : 3:0-3-0,0-3-0 , 5:0-3-3,Ed e , 5:0-2-15,0-1-12 , 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0:59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS (lb/size) 5=873/0-3-8,.2=872/0-8-0 Max Horz2=726(load case 4) Max Uplift5=-707(load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7-8=-O WEBS 3-9=109, 3-8=-747, 4-8=-399, 5-8=1355 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. iC 19 f5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Truss Engineer: Junaidie Budiman, PE##45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331..• q+!Jjj 3 f•. LOADCASE(S) Standard j I ' NO, 45161 c STATE 4F s C4 h AL amlia r rti WARNING - VsrVy design parameters and READ NOTES ON TbW AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent IoNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTekHandlingInstalllnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. _ Symbols PLATE LOCATION AND ORIENTATION 0110* 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 cr o _ Cr o U O O a Ocec7ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING Indicates location of joints at which bearings (supports) occur. MiTeke e TM PANEL CLIP FORM018,019 roniG-IVAt_ ® HYDRO AFRO. Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the, building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7• Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless, shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15• Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdirigs, Inc. Job - Truss Truss Type Qty Ply HORTON 14421345 DR2879D BGAB MONO SCISSOR 1 1 optional) ACCU_SPANYH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:43:19 2003 Page 1 i 5-9-12 1 11-2-2 16-10-0 1-M 5-9-12 5-4-6 5-7-14 Scale = 149.3 3x4 = 6 SA i 5 2x4 11 6.00 Fl2 2x4 II 2x4 II 2x4 II 4 2x4 II x II x,ll 5A 0 2.411 3 7 411 2x4 II 2x4 I x II 2x4 1 2.411 8 3x8 % 2. II 2x4 II 3.00 Fl2 2 2.411 5x6 _ 1 3A 5-9-12 11-2-2 16-10-0 i6-it-10 5-9-12 5-4-6 5-7-14 0-1-10 Plate Offsets X,Y : 3:0-3-0,0-3 0 , 5:0-3-3,Ed e , 5:0-2-12,0-1-13 , 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horc(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 107 lb LUMBER -, BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc puriins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=873/0-3-8, 2=872/0-8-0 Max Horz 2=726(load case 4) Max Uplift5=-707(load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7-8=-0 WEBS 3-9=109, 3-8=-747, 4-8=-399, 5-8=1355 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) 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" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify C i f capacity of bearing surface. ! i13 GLi5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint ,.• i.... . 2. \ 'Q 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. f NO 4.5161 LOAD CASE(S) Standard -0 It 4 STATE OF WAL AWARMNG - Verbjy design parameters and READ NOTES ON TWS AND REVERSE SLDE BEFORE USE. ® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss --- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNctng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrio Drive. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz c3 WEBS J5 Q 0 0 V 01 U O a.' O U a 0cec7C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. 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-NBEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® i TM PANEL CLIP FORMOI 8,019 GANG -NAIL QR HYDRO 4lR ® 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 hancjling, erection and installation of trusses. 1993 Mitelt Holdirigs, Inc. Job Truss Truss Type Oty Ply HORTON 14421346 DR2879D BGAB2 ROOFTRUSS 1 1 optional) ACCU--SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 F1-0-0 5-10-8 11-2-8 1 16-10-0 1-0-0 5-10-8 5.4-0 5-7-8 2x4 11 Scale: 114-=l' tt 2x4 II 10 2x4 II 6.00 12 3x4 i 9 6 2x4 II 7 2.4 \\ 2x4 I x4 11 21 2x4 II 6 5 5.6 xE II 24 20 3 x II 3 2.411 x II 2 1 3x4 — 19 18 17 16 15 14 13 12 2x4 11 2x4 II 2x4 II 3x4 = 2x4 11 2x4 II Sx6 = 3x6 = 8-6-8 i 16-10-0 8-6-8 8-3-8 Plate Offsets X Y : 3:0-3-0,0-3-0, 13:0-3-00-3-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.07 18-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.02 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 134 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-15 oc puriins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11-12. 8-12 OTHERS - 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS ( lb/size) 12=764/0-1-8, 2=877/0-8-0Max Harz 2=708(load case 4) Max Upliftl2=-664(load case 4), 2=-442(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1210, 3-4=-1136, 4-5=-1034, 5-6=-872, 6-7=-827, 7-8=-795, 8-9=-111, 9-10=-38, 10-11=41, 11-12=-124 BOT CHORD 2-19=992, 18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13-14=526, 12-13=526 WEBS 5-24=-383, 16-24=-417, 16-23=354, 22-23=424, 8-22=542, 8-21=-736, 20-21=-722, 12-20=-737, 10-20=-94, 13-20=-72, 9- 21=27, 14-21=7, 15-22=129, 7-23=-75, 6-24=6, 17-24=53, 4-18=90, 3-19=-56 NOTES ( 5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 12 and 442 lb uplift at joint 2. i 1 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. ! 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .• ' "'• • LOAD CASE(S) Standard ;'3 ` •. No, 45161 y. 4TATE of AVAL tt AWmmm - VerW design parameters and READ NOTES ONTms AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent IoNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallinqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onolrlo Drive, Madison, WI53719. Symbols Numbering System General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/. * Center plate on joint unless Damage or Personal Injurydimensidnsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. 0 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Q2LI-M joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ truss at joint locations. and vertical web. a o 4. Unless otherwise noted, locate chord splices 1/4at panel length(* 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, andXperpendicularslots. in all respects, equal to or better than thedimensionisthelengthparallelgradespecified. 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 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (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 handljng, TM erection and installation of trusses, 1993 Mitek'Holdin§s, Inc. CLIPEL FORM018,019 HyOQQ,R_® - .- - Job Truss Truss Type Qty Ply HORTON 14421347 DR2879D C ROOF TRUSS 1 1 optional) ACCU--SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:24 2003 Page 1 r -1-M 1 5-2-4 9-10-0 14-5-12 19-841 20-8-0 1-M 5-2-4 4-7-12 4-7-12 5-2-4 1-M Style = 1:35.1 44 = 4 6.00 12 2x4 2x4 i 3 5 2 6 7 Ig 8 3x4 = Sx8 = 3x4 = 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets X,Y : 8:0-4-0,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 88 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1000/0-4-0, 6=1000/04-0 Max Horz2=161(load case 4) Max Uplift2=-605(load case 4), 6=-605(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8=1204, 6-8=1204 WEBS 3-8=-360, 4-8=531, 5-8=-360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift atjoint 6. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard !Q tF— 13 f No, 4 5161 STATE OF L'. f rti AwAR=vG - Verym design pasamstsrs and READ NOTES ON Tills AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be ZME!E= Min Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss Ezz== designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br icing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTekT® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 11/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS a 73- o WEBScc J5 0 0 O 0 U a ce c7 c6 FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. . PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N gr1A Indicates location of joints at which bearings (supports) occur. oe MiTek® O TM PANEL CLIP FORM018,019 _ onwG-Hain ® MYORO:URO: .- 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 Qty Ply HORTON 14421348 DR2879D CGAB ROOF TRUSS 1 1 optional) ACCU'SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:25 2003 Page 1 1-0-0 5-2-4 9-10-0 14-5-12 19-8-0 20-8-0 1-" 5-2-4 4-7-12 4-7-12 5.2.4 1-0-0 Scale = 1:35.1 US = 4 2x4 II 2x4 II 6.00 F12 2x4 J 2x4 i 3 5 2x4 II 2x4 II 2X4 II x4 I x4 II 2x4 11 0 o xs II x6 II s2171 j7Iq 2x4 II 2x4 II 2.4 II 2x4 II 6 2x4 II 2x4 II 2x4 11 2X4 11 3x4 = 5x8 = 3X4 = 9-10-0 19-M 9-10-0 9-10-0 Plate Offsets (X Y): [8:0-4-0,0-3-0], [18:0-M,O-M], (19:0-0-0,0-M], [20:0-",0-0-0], [21:0-0-0,0-0-0], [22:0-0-0,O-M], [23:0-0-0,0-M), [24:0-M,O-M], [25:0-0 ,O-0-0], [26:0-0-0 0-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCD , V.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS - 2 X 4 SYPNo.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1005/0-4-0, 6=997/0-1-8 Max Horz 2= 161 (load case 4) Max Uplift2=-607(load case 4), 6=-600(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1371, 3-4=-1002, 4-5=-1002, 5-6=-1383, 6-7=17 BOT CHORD 2-8=1214, 6-8=1230 WEBS 3-8=-360, 4-8=540, 5-8=-378 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-M oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s}6. _ .• • "'••••, /''l 1 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 607 lb uplift at joint 2 and 600 lb uplift at joint "`Q ( 1. q , /tl plate ' • sr6. i `• ' 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. No. 4.5161LOADCASE(S) Standard t t rVSTATEOF to WAL rr, AWARMNO - VerW design panamstsrs and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applbablllty of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/4 *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 Ye J2 J3 Ja TOP CHORDS owner and all other interested parties.. . 2. Cut members to bear tightly against each other. WEBS JS 0 3, Place plates on each face of truss at each4*For 4 x 2 orientation, locate 0 5a: joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge ofp a U X at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at I/a panel length(+ 6" from adjacent joint.) U BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (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 erection and installation of trusses;. 1993 Mitek Holdings, Inc. CUPEL FORM018,019 -' aAN- 0 HYDRO,AAFR ®- -- Job Truss Truss Type Qty Ply HORTON 14421349 DR2879D D SCISSORS 1 1 optional) ACCU-$PAWTH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 1-0-0 3-10-11 7-4-0 10-9-5 14-3-0 1-0-0- 3-10-11 3-5-5 3-5-5 3-5-11 Style = 1:25.7 44 = 4 6. DO F12 2x4 = 2x4 = 5 3 7 5x8 = 6 2 0 3.00 F12 3x4 US // 5x5 7-4-0 14-3-0 7-4-0 6-11-0 Plate Offsets X,Y : 6:0-M,Ed e , 6:0-3-3,0-9-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.06 7 >999 M1120 249/190- TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.16 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.07 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-1-9 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE - Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6=638/0-8-0, 2=742/0-8-0 Max Horz 2= 141 (load case 4) Max Uplift6=-353(load case 5), 2=-467(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1539, 3-4=-1190, 4-5=-1190, 5-6=-1431 BOT CHORD 2-7=1367, 6-7=1243 WEBS 4-7=786, 3-7=-263, 5-7=-142 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 6 and 467 lb uplift at joint !Q 2. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 3 r(fi••e v LOAD CASE(S) Standard * • No. 4.5161 A STATE OF : INAL t A WARMNO - VerVy design parameter and READ NOTES ONTiBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the -• securely seat. building designer, erection supervisor, property BAllTOP J2 J3 Ja CHORDS owner and all other interested parties.. cz c3 2. Cut members to bear tightly against each other. o WEBS JS 3, Place plates on each face of truss at each For 4 x 2 orientation, locate h a , 0 o joint and embed fully. Avoid knots and wane plates from outside edge of a ti at joint locations, truss andd vertical web. a 4. Unless otherwise noted, locate chord splicesp C, C6 o at /4 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. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401' continuous lateral bracing. BEARING VriA Indicates location of joints at which bearings (supports) occur. FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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® - 94tyr "" ® OfYORD- 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 © 1993 Mitek Holdings, Inc. CLIP Job Truss Truss Type Oty Ply HORTON 14421350 DR2879D DGAB ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 7-4-0 14-8-0 1-0-0 7-4-0 7-4-0 Scale = 1:25.6 4x6 = 3 2x4 II 2x4 II 6.00 12 2x4 II 2xa II 4 2 Ia 2xa II 2x4 II 5 2x4 II 2x4 II 3x4 = 2x4 11 3x4 = 7-4-0 14-8-0 7-4-0 7-4-0 Plate Offsets X,Y : 10:O-M,O-M , 11:0-0-0,0-M 12:0-0-0,0-" ; 13:0-0-0,0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2X4SYP No.3 OTHERS - 2 X 4 SYP No.3 REACTIONS ( lb/size) 4=671/0-1-8, 2=774/0-8-0Max Horz2=141(load case 4) Max Uplift4=-377(load case 5), 2=-482(load case 4)- FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-731, 3-4=-725 BOT CHORD 2-5=646, 4-5=646 WEBS 3-5=143 NOTES ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face} see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-M oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. ! 1— 13 6 Provide mechanical connection b others of truss to bearin late capable of withstanding 377 lb uplift at joint 4 and 482 lb uplift at joint Y ) bearing P 9 P 1 P 1............ Q V. 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Y rLOAD CASE(S) Standard t No, 4.5161 J p' sy RTATE OF • a RID''•/ Y L f rti AWARNING - VerVy design parameter and READ NOTES ON TBIS ANDREVERSE SLDE 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 bulkding designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrio Drive, Madison, Wi 53719. MiTek® Symbols.Lumbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the `. plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against each other, o J5 cc WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates I/e" from outside edge of o a y v at joint locations, truss and vertical web, a o 4. Unless otherwise noted, locate chord sp ilaces at /4 panel length(+ 6" from adjacent joint.) rA46 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (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 GANG- W I'IYDRO'A/R®- -' •- - Job Truss Truss Type Qty Ply HORTON 14421351 DR2879D DGAB2 MONO VAULT 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:27 2003 Page 1 1-0-0 , 14-" 1 1-M 14-8-0 2x4 11 Scale = 1:42.2 4 6.00 12 2x4 II - 2xa II 2x4 11 5x6 i 2x4 11 3 2xa 11 I I II 2x4 II 6 _ 2x4 II 2 2x4 II 5x6 2xa II t 3x4 % 3.00 F12 5 3x4 7-6-0 14-8-0 7-6-0 7-2-0 Plate Offsets X,Y : 3:0-2-8,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.11 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.18 2-6 >960 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(fL) -0.08 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-4-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5, 3-5 OTHERS - 2 X 4 SYP No.3 REACTIONS (lb/size) 2=763/0-1-8, 5=680/0-1-8 Max Horz 2=621(load case 4) Max Uplift2=-376(load case 4), 5=-594(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1326, 3-4=-0, 4-5=-257 BOT CHORD 2-6=1208, 5-6=1180 WEBS 3-6=724, 3-5=-1311 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) 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" 3) Gable studs spaced at 2-M oc. i34) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify ! iC L] capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5...• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 and 594 lb uplift at joint 5. : y f (• 4 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. * Na 4.5161 LOAD CASE(S) Standard r 0 'f STATE OF 4 R to* NAL WARNING - Verj fy 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 Installed and loaded vertically. AppBcabURy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Insialllna and Bracing Recommendatlon available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, o Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-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 400" continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. 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 FA RTHEST TO TH E 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 Mi! 0 - MiTeke 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 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 Job - Truss Truss Type Qty Ply HORTON 14421352 DR2879D E ROOF TRUSS 1 1 optional) ACLU-.SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:28 2003 Page 1 1-0-0 i 4-2-0 i 8-4-0 9-4-0 1.01_0 ' 4-2-0 4-2-0 1-M Scale = 1:17.0 44 = 3 6.00 rl2 4 2 5 o 2.411 6 2x4 = 2x4 = 4-2-0 8-4-0 i 4-2-0 4-2-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >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 = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2X4SYP No.3 REACTIONS ( lb/size) 2=464/1-4-0, 4=464/1-4-0 Max Horz2=-86(load case 5) Max Uplift2=-309(load case 4), 4=-309(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-372, 3-4=-372, 4-5=17 BOT CHORD 2-6=326, 4-6=326 WEBS 3-6=77 NOTES ( 4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 309 lb uplift at joint 4. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1133 No. 4.5161 O •, STATE DF = Y o ANAL t A WARMNO - vsr jfydesign pammerers and READ NOTES ON TWS ANDREVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consulf CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety (Votes 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, propertyBsecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachT . C2 other. J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 , ; Z joint and embed fully. Avoid knots and wane plates I/8"from outside edge of 0 at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesp' 0 at I/4 panel length(+ 6" from adjacent joint.) c8 C6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in hand6ing, TM PANEL erection and installation of trusses. 1993 Mitek'Holdings, Inc. CLIP FORM018,01V GANG -NAIL ® MYORO,AIRO- t . Job Truss Truss Type Qty Ply HORTON 14421353 DR2879D E1 ROOF TRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:44:02 2003 Page 1 1-0-0 4-2-0 7-0-0 r 1-" 4-2-0 2-10-0 4A = Scale =1:16.4 3 6.00 F12 4 2 Id1 2x4 = 5xs = 2.411 6 5 U12 II 4.2-0 7-" 4-2-0 2-10-0 0-3-8 Plate Offsets X,Y : 4:0-3-3,0-0-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.04 1 >331 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins. 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 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS (lb/size) 4=319/0-3-8, 2=416/0-1-8 Max Horz2=98(load case 4) Max Uplift4=-169(load case 5), 2=-284(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-368, 3-4=-375 BOT CHORD 2-6=260, 5-6=260, 4-5=260 WEBS 3-6=84 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide 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 169 lb uplift at joint 4 and 284 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard : 4 r t : No. 4 5161 ,k 50— STATE 4F faG, hL • r Ram Awmm o - verW design parameters and READ NOTES ONTnm AND REVERSE SIDE BEmnz USE. JOBS Design valid for use onty with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss — - designer. Bracing shown is for literal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommondatdon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering system General safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property3/1 center plate on joins unless. Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the"-, plates to both sides of truss and building designer, erection supervisor, property a securely seat, J2 J3 J4 TOP CHORDS owner and all other interested parties., 2, Cut members to bear tightly against eachaQ other. WEBS J5 0 3, Place plates on each face of truss at each4*For 4 x 2 orientation, locate 0 joint and embed fully. Avoid knots and wane plates from outside edge of 0 a y ` at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chord splices 0 Ifrom ad at /4 panel len gth (+ 6, 1acent 1oint, ) c r BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of e required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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. toslots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuouslateralbracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring 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 whichbearings (supports) occur, stacks of construction materials, M1 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. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 G.aroo-roams Q HYDRO „4IRO- Job Truss Truss Type Qty Ply HORTON DR2879D FG ROOF TRUSS 1 2 14421358 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:33 2003 Page 1 3-9-7 7-3-6 10-9-5 12-9-6 16-5-7 20-5-0 3-9-7 3-5-15 3-5-15 2.0-1 3-8-1 3-11-9 Scale = 1:33.3 2x4 11 7x8 = 7x6 = 6x6 = 6x6 = 8x8 = 44 = 1 2 3 4 5 6 7 3- — 13 12 93x4 = 6 3x4 = 44 = 7x8 = 54 = 2x4 11 3-9-7 7-3-6 10-9-0 10f 5 12-9-0 1218-6 16-5.7 20-5-0 3-9-7 3-5-15 3-5-10 0-0-5 1-11-11 0-0-6 3-8-1 3-11-9 Plate Offsets X,Y : 3:04-0,0-4-8 , 10:0-2-8,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.05 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.06 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 278 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-M oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS - 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 6 SYP No.2ND REACTIONS (lb/size) 14=4388/0-3-0, 8=2999/0-3-0, 10=3841/0-3-0, 11=6986/0-3-8 (input: 0-3-0) Max Horz 14=-151(load case 2) Max Upliftl4=-2786(load case 2), 8=-1893(load case 2), 10=-2415(load case 2), 11=-4427(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-14=-1588, 1-2=0, 2-3=-3747, 34=-3144, 4-5=1705, 5-6=1069, 6-7=-1843, 7-8=-2962 BOT CHORD 13-14=3747, 12-13=3144, 11-12=-1705; 10-11=-1069, 9-10=1843, 8-9=0 WEBS 2-14=-4657, 2-13=-382, 3-13=754, 3-12=-3572, 4-12=6065, 4-11=-6098, 5-11=-1048, 5-10=-1701, 6-10=-3580, 6-9=-1222, 7-9=2253 NOTES (7) 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 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X4 - 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=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable *l i 13 end zone; cantilever left and right exposed end left and DOL=1.33 DOL=1.33. f• Jl vertical right exposed;Lumber plate grip „ 3) Provide adequate drainage to prevent water pending. IIF'1 ••. d.•'P 4) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11. 6) Girder carries tie-in span(s): 23-2-0 from 0-0-0to 20-5-0; 17-M from 0-M to 20-5-0 ; N0,45161 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. w A LOAD CASE(S) Standard STATE OF 01) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) •'•: S(a a_//•,, Vert: 1-7=-892.6, 8-14=-20.0 ( s2-9.6 - 11 AWARNINO - Ver(fg design parameters and READ NOTES ONTBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. ih6 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 - - designei. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PULATE LOCATION AND ORIENTATION , Failure to Follow Could Cause Property 1 3/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesof -truss and building designer, erection supervisor, property Ye securely seat, J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against eachcac other, WEBS Place plates on each face of truss at each For 4 x 2 orientation, locateU ho _ 03. 5 , ; Q joint and embed fully, Avoid knots and wane plates from outside edge of o a at joint locations, dtrussand vertical web. o a o 4. Unless otherwise noted, locate chords lacesp' at /4 panel length(+ 6" from adjacent joint,) C, BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 A J7 A lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. n,A Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (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,-, > g„ TM CLLINPEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 ragn G-wu.D MYDRDv411R@ - Job Truss Truss Type Oty Ply HORTON 14421359 DR2879D J ROOF TRUSS 6 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:34 2003 Page 1 1-0-0 , 7-0-0 , 1-0-0 7-M 3 Scale = 1:20.3 6.00 12 2 4 2A = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc). I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) n/a - In/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.30 1 >49 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 = 480 Weight: 24 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-M oc bracing. REACTIONS (lb/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2=291(load case 5) Max Uplift3=-310(load case 5), 2=-174(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 310 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No.4.5161 ,t 3 " i. hSTA i E O- 1 •V OR I'D 7 F.e....44 QVAL WARNING - Ver jfy design parameters and READ ]VOTES ON TOM AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, Wl53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propertyt3/, * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat, building designer, erection supervisor, property F Ys J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachca other, JS o 3. Place plates on each face of truss at each For 4 x 2 orientation, locate ZC3 0 3 , ;¢ joint and embed fully, Avoid knots and wane plates from outside edge of o_ a ti u at joint locations. dtrussand vertical web, a 4. Unless otherwise noted, locate chords lacesPC8oatI/4 panel length(+ 6" from adjacent joint.) C BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING 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 LEFT TO RIGHT, practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing, 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 withwhichbearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, , TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 Gnanio-wu,Q HYDAWMAIR®, - _ ' Job Truss Truss Type Qty Ply HORTON 14421360 DR2879D K ROOF TRUSS 3 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:35 2003 Page 1 A 5-0-0 1-" 5-0-0 3 Scale = 1:15.7 6.00 F12 2 t 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.10 1 >144 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 = 480 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-M oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Horz2=212(load case 5) Max Uplift3=-218(load case 5), 2=-157(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 218 lb uplift at joint 3 and 157 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard B3r i icq',lr N0. 4 5161 V = P ' STATE of J Y q'i o'NAL r wARNINO - Ver{ m design parameters and READ NOTES ON TB73 AND REVERSE SIDE BEFORE USE. Design valid for use only with Mlfek connectors. This design Is based only upon parameters shown, and is for on Individual buBding 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 b the iesponsibillty of the erector. Addltlonal permanent brbctng of the overall structure is the iesponsR>Blty of the building designer. For general guidance regarding tabrloation, quality control, storage, deMery, erection and tracing, consult CST-88 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. MiTek® Symbols . Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property11/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachczc other. 0 WEBS , J5 cc 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 0 _ Q joint and embed fully, Avoid knots and wane plates I/e' from outside edge of o a at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I/4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. 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 transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13, Do not overload roof or floor trusses withwhichbearings (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 handliflg,, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. " r' CLIP FORM018,019 GANG -NAIL ® HYORDAIRO'= Job Truss Truss Type Qty Ply HORTON 14421361 DR2879D K1 ROOFTRUSS 1 1 optional) ACCUZPAN- H, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:36 2003 Page 1 5-0-0 d 5-0-0 2 Scale = 1:15.6 6.00 12 1 3 2A = 5-0-0 r 5-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >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 I/deft = 480 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2=177/Mechanical, 3=48/Mechanical Max Horz1=199(load case 5) Max Uplift1=-93(load case 5), 2=-222(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES ( 4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 93 lb uplift at joint 1 and 222 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard l i 13 No. 4.5161 STATE F O r•VJ WAIL 1 ti WARNING - Ver(fy 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 Incorporationof component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br'acing ofthe overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellvery, erection and bracing, consuB OST-88 Quality Standard, DSB•89 Bracing Specification, and NIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, W153719. M '® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property a securely seat. J2 J3 J4 owner and all other interested parties..: TOP CHORDS 2. Cut members to bear tightly against each other. 0 WEBS 3. Place plates on each face of truss at each ozFor4x2orientation, locate NJQ0jointandembedfully, Avoid knots and wane plates 1/8" from outside edge of o atruss at joint locations. and vertical web. a 4, Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) C,o BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication, 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 ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 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 10continuouslateralbracing. 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 transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. Was 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 handiingo, IlIIIIIIIIII® PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 _ ruan-w.va ® HYORO IUR'®' "' " Job Truss Truss Type City Ply HORTON 14421362 DR2879D L ROOF TRUSS 3 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:46.37 2003 Page 1 1-0-0 3-M 1-M 3-M Scale = 1:10.3 6.00 12 2 1 4 9r4 = 3-0-0 3-M LOADING (psf) SPACING 2-0-0 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 >869 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 = 480 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2=133(load case 5) Max Uplift3=-125(load case 5), 2=-147(load case 4) FORCES (lb)-- First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 125 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard pj13 r Y STATE OF t rti WARmNG - ver{ fg design parameters and READ Norm oN THIS AND REvERSE BIDE 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. Applicoblllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss NEIdesigner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MHandlingInstallinqandBracingRecommendationavailablefromTrussPlateInstitute. 583 D'Onofrb Drive, Madison, WI53719. '® Symbols PLATE LOCATION AND ORIENTATION 1 3/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T Aillli *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz Q WEBS J5 ocro p U a ce c7 cb O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dirrrension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4001 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM01 8.019 GANG -NAIL ® HYDQD.A H®. Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handliF,.g„y erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421363 DR2879D L1 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 3-0-0 3-0-0 Scale = 1:10.3 6.00 12 1 3 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=130/0-4-0, 2=103/Mechanical, 3=28/Mechanical Max Harz 1=120(load case 5) Max Upliftl=-52(load case 5), 2=-131(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 52 lb uplift at joint 1 and 131 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard pi 13 No. 4.5161 A STATE OF Y WARMNO - VerM design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE — Design valid for use only with. MITek connectors. This design Is based only upon parameters shown, and Is for 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 ter lateral support of Individual web members only. Additional tern potaty biaeina 1e Insure stability during construction Is the iesponsibllity of the erector. Additional permanent printing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSS-89 Bracing Specification, and HIS-91 W8116111a IR118111110 BRA 9)Behe Reed M88118lldn OV811 t la 110M TWO Mte In01110, 993 D'Onoflb No, Madkon, WI63719. M iTeK® Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss'and securely seat. Ye" For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS cz ca o WEBS J5 cr 0cc 0 F- a BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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® TM PANEL CLIP FORM018,019 GAIVG-NAIL ® 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. 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 Holdinds, Inc. " Job Truss Truss Type City Ply HORTON 14421364DR2879bMROOFTRUSS31 optional) ACCUiSPAN- H, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:38 2003 Page 1 3 1-0-0 1-0-0 1-M 1-0-0 Scale = 1:5.9 6.00 12 2 1 4 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 ' Plates Increase 1.33 TC 0.09 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/defl = 480 Weight: 5 lb 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.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-1 1 /Mechanical, 2=173/04-0, 4=10/Mechanical Max Horz 2=71 (load case 4) Max Uplift3=-31(load case 5), 2=-154(load case 4) Max Grav3=31(load case 4), 2=173(load case 1), 4=10(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 31 lb uplift at joint 3 and 154 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 No. 4.5161 OATA it 1 V PAIAL 1 t WARNING - VerW design parameters and READ NOTES ON TEM AND RE VERSE SIDE BEFORE USE. Design valid for use only with Mliek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brhlcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult O57-68 Quality Standard, DSB-69 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS ca c3 WEBS J5 Occ o O a V3 is vO ca a C6 BOTTOM CHORDS J1 J8 J7 A JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITe-k/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® TM PANEL CLIP FORM018,019' GANG NAIL ® YDRO,A/R @. Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 hand4ing, o. erection and installation of trusses. 1993 Mitek'Holdings, Inc. ! Job Truss Truss Type Oty Ply HORTON 14421365 DR2879D M1 ROOFTRUSS 1 1 optional), ACCUtPAWTH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:39 2003 Page 1 2 1-0-0 Scale = 1:5.9 6.00 12 i 3 0 r 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 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 I/defl = 480 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Uplift1=-17(load case 5), 2=-46(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 17 lb uplift at joint 1 and 46 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 Y+ No, 4 5161 Y STATE OF 14 R [Q,'*'' Nab. wARNINO - Verjjydesign parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®s® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Addillonal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidanceregardingfabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719, Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LALTERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM0116,019 Numbering System J2 J3 J4 TOP CHORDS cs Q cr 0 WEBS t J5 o _ 0 O a. a. sti U a c8 c' cb 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N L MiTek" TM HYOROAM PANEL CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6: Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in hondligg,-4, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job ' Truss Truss Type Qty Ply HORTON 14421366 DR2871D S ROOFTRUSS 2 1 optional) ACCU?SPAN-ii H, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:59 2003 Page 1 1-5-0 5-2-5 9-10-13 r ,4' 1-5-0 5-2-5 4-8-7 4 1:20.2IgScale0 4.24 12 3x4 3 2 i 2x4 II 6 5 3x4 = 2x4 = 5-2-5 9-10-13 i 5-2-5 4-8-7 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.05 6-7 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 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 8-0-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=31 1 /Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz 2=367(load case 2) Max Uplift4=-369(load case 5), 2=-292(load case 2), 5=-212(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 369 lb uplift at joint 4, 292 Ib uplift at joint 2 and 212 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard B U 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 1 Uniform Loads (plf) ....... Vert: 1-2=-74.0 • '' iTrapezoidalLoads (plf) •: Vert: 2=4.4-to-4=-183.1, 2=0.0-to-5=49.5 • NO,451f1 ,k I Y 6 •% STATE OF ' FINAL AWARNINO • Derm design parameters andREAD NOTES ONTms AND REVERSE SIDE BEFORE USE. Design valld for wo only with MIT91K cvnnecrors. This design is based only upon parameters shown. and is for an Individual building component to be _ Installed End MdM V601881N. Applleobllh of dull palam81619 and plop@I InCOIp010110n 9169mpgnOnl li IWp9n;1911!ty of bulldIn4 dell pnei - not truss designer. Bracing shown Is for lateral support of Individual web members only. Addillonai temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speciticotlon, and HIB-91 MiTek® Handling Installinq and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onofrla 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. All 17-71 For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ca ca CCWEBS J5 O 0 cc U O O ti U F_ a cB c7 cb O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 rm! 0 MiTek® L TM A® PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 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 handl Rig;,;4. ,m erection and installation of trusses. 1993 Mitek Moldings, Inc. + ' 4 FORM018,019 16-10-0 23-2-0 7 7 m B1 co Ll C-7 L B 1 K 1 K A 9 All CD B 1 A B1 - A B 1 CD LnB1 7HB1 CD CD ED In B 1 A B1 Bi A B1 H B 1 B All, ElDGAB CGAB E 12-8-0 BRG.1N ENTRY t -9 4-0 14-8- 5-8-0 19-8-0 WARNK - — -- — -- — AGEDI0—'.AI1L BEARING WALLS TO BE PLACED REVIEW ALL SPAN DIMENSIONS--BRG. WALLS IJL1PLYHGR. Vi icci! PRIOR TO SETTING TRUSSES.. 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS' WALLS SHOWN ARE TO BE BEARING.. A L 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER:DR2879D DATE: 5-23-01 PITCH: 1 LOAR:,SHINGLESCCUSPANCUSTOMER: D.R. HORTON . 6. D/H: 12" BRG: BLOCK407-321-1440 BY: T - H., JOB NAME: 2879 "D" ELEV. A LOCK li Al 19-8-0 I TRIM IT FLOOR SYSTEM IWARNING,: ALL BEARING WALLS TO BE PLACED , tL. 1 PLY HGR. MCTICE! REVIEW ALL SPAN DIMENSION S--BRG. WALLS PRIOR TO SETTING TRUSSES.. I IA 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI L- - - - - WALLS SHOWN ARE TO BE BEARING.. - - 3 PLY HGR. L SIGNED APPROVAL: X - J JOB NUMBER: DR2879D DATE: 7-2-01 CCU SPAN CUSTOMER: D.R. HORTONA407-321-lt0 BY: T.H JOB NAME: 2879 "D" ELEV. t MIAMi•oADE MIANII-DADE COUNTY, FLORIt METRO-DADE FLAGLER BUILDI, BUILDINC CODE COMPLIANCE OFFI+ METRO•DADC FLAOLER i31JILDR IaU Wl;s*r FLAGt,CR s1'mlmT, sure: 16 MIAM1, FLORIDA 33130.1: PRODUCT CONTROL NOTICC Or ACCCPTANCE caos 37s-2 ot Fnx u»37s Premdor Entry Systems CONTRAC.-Colt LICENSING sl*c:m. 911 E. Jeferson, P.O. Box 7.6 ( 303)373.2527 r•AN(30$)375 Pittsburgh ,KS 66762 c c»rlucrrolz I:i`rouc'a:,rrwr ul'Itit 305) 371.2966 I -AN (305) 375.1, PRODUC:r CONTROL Uti•ISI 303) 375.2902 (305) 372-6 Your application for Notice of Acceptance (NOA) of Eutergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter a of the Code of Miami -Dade County governing the use of Alterante Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend t use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of (lie South Flori B,uildin` Code. The expense of such testing will be incurred by the manufacturer, ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04102/2006 Rita Icoarlguez Chief Product Control Division THIS iS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENER'IL CONDITIONS BUiLDIN'G CODE &C PRODUCT REViEW CONIN11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions: forth above, Francisco 1. Quintana, R.A. Director Nliami-Uadc County APPROVED: 06/05/200i 13tlilding Code Compliance 01'lic Cil OF SAWjr R)D 1 J Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1:.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-1V/E Inswing GIazed Double i2esidential 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 t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Icafo this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that the ang!c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc dcsi,,ncd 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 protcciion system (shutters): the installation of this unit will require a hurri, protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved": 6. BUILDING PERMIT.REQUIREtNIENTS 6.1 Application for building permit slinll be accompanied by copies of the following: 6,1.1 This Notice of Acceptance 6.1,2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1,3 Any other documents required by the Building Official or the South Florida Building Co, SFDC) in order to properly evaluate (lie instal l• icon of this system. Nlanu I Pcrcz, P.E. Product Co ro Exam Prnrliirt rnntrnl r)Mginn Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee)and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any Portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acccptancc shall be cause for termination and rcmoval Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIiS ACCEP"'ANCL: Manu Perez, P.C.; Product Con trp ram COP-WL-MAOi0Q-02 "J FIBERGLASS DOORS Glazed Unit`5 6'8" Height — Inswing 2r0" TV X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 316" 1 Not Listed Not Listed — — X0, OX, OXO I 2,8" + 1'0" r COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 17' 2'10" + 1'0" 2'10" + 17' To" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 1'0" + 2'10" + 1'0" IT + TV + 1'2" j 1'0" + 2'8" + 1'D" 0" - To" + 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-MA0142-02 02.0419.08 Application Filed) 52.0 NO t 2'8" + 2'8" 210" - 2'10" TO" + 3'0" t 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" + 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 instruclions 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 strucl,_res). National, state or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, P,,202 & PA233. U Oak aft AR I EKr. r -a 1'I10HxC(.ASS GN'I'KV 0009{ r.—A Fti.tl E—, 0— ' PREMvan i.'o//.bn a 1 a AD 4 29. tW? Our commw.^.p onpruo of Di x"n n%P'0.Tnxntnuu= roccdlotbn$. aespn 3n0 olo0an Masonite International Corporation D< Ltil wbica to (,ry .4hout notice. Glazed Unite COP-WL-MA0100-02 f FIBERGLASS DOORS 6'8" Height — Outswing TV 2'6" 02-0418.03 TVX COP-WL-MA0161-02 Application Filed) 55.0 NO 2'10" TO". 3161, i Not Listed Not listed Multiples Itivid1h) IMastmille.lInternallionalr t•Rating impact, TV + 1'0" 2'8" + i'2" L t-2-10" + 1'0" _ 02-0418.03 FI 2'10" + 1'2" COP-WL-MA0163.02 Application Filed) 55.0 NO 3'0" + 17' IV' + 2'8" + 1'0" 1'0" + 210" + 1'0" X0, OX, OXO 17' + 2'8" + 17' 1'0" + 2'8" + IV' t'0" + TO" + l'0" 02-0418.03 1'2" + 2'10" + 17' COP-WL-MA0164-02 Applicalion Filed) 55.0 NO 1'2" + 3'0" + 1'2" t 2,6" , 2,6„ + 2,6„ 2'8" + 2'8" + TV 2' 1 C" + %' 10" + 2' 101' i 3'0" + 3'0" + TO" 2'8" + 2'8" TV + 2'8" 02-0418.03 2'10" + 210" COP-WL-MA0162-02 Application Filed) 55.0 NO 3'0" + TO" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + TV 02-0418,03 i 210" + 210" + 210" + 2'10" COP-WL-MA0165-02 Application Filed) 55.0 NO 1 30 ,30 +30 +30 -- ot.e: 1. Occr 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 Masonite 1n!arnational websile (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (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 enlrylor impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. ARTF-11% oe ...... vI AY ,00hs Aye io. 7C74i Ma sonite International Corpora tio!. Oa co"Lnm:b ofoomn at oaorw;mo,ovrn,mn mates speaccuioro. aesion ana omara Ch9npe r,itlpVl r01.Ce. FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing X 2'0" COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NO 2'6" 2'8" 210 — 3'0" 3'6" Not Listed Not Listed 1 X•J. Ox, I-X0 I S 2,8" + 1'0" 1 I COP-WL-MA0148-02 I1' 02-0423.01 Application Filed) I 40.0 1. I NO 2'8" + 17, 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0149-02 02.0423.01 Application Filed) 40.0 NO I ii L`1,C" - 2.10'• + 1'0" 1'2 + 2'8" + 17' t 1'0" + 2'8" + 17 -- I T + 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" + 210" + 2'10" 3'G" +'s'0" + 3'0" i XX, OXXO 2,8„ + 2.8„ COP-WL-MA0147.02 02-0423.01 Application Filed) 40.0 NO210"+2'10" TO" + 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" + 210" + 2'10" + 2'10" TO" + 10" + 3'0" + 3'0" Votes: 1. Door arrangements usir•g fewer panels thar. what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!:; are available fro, the Masonite International website (www,masonite.com) or from the technical center. 3. InsW1ation instructio ,s are available from the ?d,asonite International website (www.masonite.com) or from the technical center. 4. Actual d-sion pressure requirement for a spaci`ic cuilding 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 PA2.01, PA202 & PAM. Oa4raff ARTEK" f.W1hY R000Itl W"-inWJ (:,•-xr Dw 4fclt. a:b.'12o^z her V $pre; ;rr of moGun m'.pr0+baent m(kee spe:ifi:::nry, Cesq" ::4 ;r}•al M:- n Ora ,rr D•ar, Masonite International Corporation S4, 11'1 .1:':.11(•; IMJrGI,; rlL:l•;t. FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing ISinglesI X 2,0n I 1 COP-WL-MA0166-02 r l' r 02-0423.03 Application Filed) I• I 47.0 1. NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed 1' X0, OX, OXO 1(width) 2'8" + 17 I 1 COP-WL-MA0168-02 rl I 02-0423.03 Application Filed) r• I 47.0 1 1 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 1'2" 3'0" + 'IT TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 IT" + 3'0" + 1'2" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O ak raft 1'c+IvrcA AR EK" f •(I"lively IromWn...I. ry n F'I IiI:N(; I.Ati F.N'I'KY I)OOkS Nun.T.• el Fbw,U. Envy De FJi'11vi /.i.ir A N 29.2002 Masonite I n t e rn a t i o n a I C o r p o r a t i o nOurcom,nu.ng program of prooutl imp,vemem makes specMlc4lions. design and product tletail so'ect 10 change wnhoul notice. Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing X 2'0" COP-WL-MA0101-02 r.I• r 01.1031.01 r 76.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed X0, OX, OXO Multiples (width) 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17' 1'0" + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 12"+TO" +12 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 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" + TO" 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 BCCO protocol PA201, PA202 & PA203. Oak AR k EK` alu li..Is rrom w.. •.,I. ,,, " r. r"rc., FINI:RCLASS FN'I'MY DOOMS fJorvT.wrw Ep.fl.rr fnrrT Daon amo.mT door. APN 29. 2002 Masonite International Corporation Our conl.n",ng program of producl mWo,ement makes speCdicalions. des,gn and product 003.1Suo10O 10cronge _n0ul notice FIBERGLASS DOORS Opaque Units SinglesAniangementI 2'0" 2'6" X 2.8" 2'10" 3'0" 3'6" 6'8" Height I 76.0 Outswing L=ni M7,I COP-WL-MA0121-02 11' 01-1031.02 I 1 NO Not Listed Not Listed X0. OX, OXO Multiples (width) 2'8" + 1'0" i1i I in A WuMnI COP-WL-MA0123-02 llitF7,,M11 02-0109.09 Application Filed) t Rating 55.0 ImpactHaled NO 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17' 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 210" + 1'0" IT + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 17 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-MA0122-02 02-0109.09 Application Filed) 55.0 NO TV + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oak aft AR4EK" E.a1ur •e1y I,u,n wn,•A ry n I'exry r<A E'IHF.'KOI.ASS HN'I'If, DOOKt N T'n,M D= Ov Iry Dear Wil 29. 2002 Masonite International Corporation Our Continuing program of Droduq imorovemenl makes sDecDkallons, Design and Droducl deUd sAlecl 10 cNnoe wilnoul "lice. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing 1'SinglesIlff.=- X 2'0" COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 1 I NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed nivl&1'MultiplesI X0, OX, OXO 2'8" + 17 COP WL-MA0108 02 Miami -Dade OCCO 02-0109.08 Application Filed) D• Rating 55.0 ImpactHaled NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 37 + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17' 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110.02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. O ak raft ARE -'" c eel FI FkGI.A\S F.N'I KY^DOOMS N T.mnar gwEmDee., AD'd29. 2002 Our cononumg DrDg ram DI product Imorovement makeS sDedicitons. dts gn and D,oduc, Ot1a.1 suDICCl 10 change Without 11014t. E.clusiv<Iv Iron moo. roe Masonite International Corporation Opaque Units COP-WL-MA0100-02' FIBERGLASS DOORS 8'0" Height — Outswing X Silligles, 2'0" IIIIIIIIIIIIIVAF COP-WL-MA0126-02 1.I 02-0109.07 Application Filed) qA;Rff 70.0 NO TV 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO I(width) 2'8" + 1'0" COP-WL-MA0128-02 a l 02-0109.07 Application Filed) 55.0 I. I NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" TO" + 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" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 'IT 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 2T + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oak raft I AR 0 EK" tl ufiv.ly Irom 1. c c.l eI11k.(;LAMS I: N'iNVin OONi Nwri..wrW f!•.el.0 Fnvr Ooon PREMvan(..,//.. L,, April 29. 2001 our conlinu,ng proprim of ptodua improvement m.ktS Specililions. des-gn and Drodudl oMasonite International Corporation dCUA SUDltpl 10 change WithOul npliee. X 1 till I Unit SINGLE DOOR TYP, 6' TYP. 67 UNIT 87 UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. I I I I• 11 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 r..,,.ar „•m April 29.2002 Masonite International Corporation Our conhnumg Drogram 01 DrOduCl imDrovemenl makes soecihUlgns. design and Drodua detail sublKI io cnange +'ahoul noliee. XO or OX Unit MID'•WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE 3, 6. 6. CL TYP. TYP. TYP. TYP. TYP. 6'8" UNIT 87 UNIT 13-15/16' 11-1/8' MAXIMUM ON CENTER TYP. t 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 • I Width of door unit plus 1/2" Height of door unit plus 114" I V t I .t t r Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include q8 and #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. f .<I tre y ioi m a.. Aprd29 2732 Masonite International Corporation 0'. Co.".I :l10glan- o- o'4oa(I ':i'o'•f l'nl m 4t] sueC li(u14 s. oesgn 1, ),X,ct detLl suolecl to Change wahoul nULCC. Ox0 I AIIiE I Unit SINGLE DOOR WITH 2 SIDELITES 6' TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. MITI TIM,, 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Hough Opening i Width of door unit plus 1/2" Height of door unit plus 1/4" r t t t t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and 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. E.(I"...ly Iro• PREM06'7i,://,r, a ApO29.2002 Masonite International Corporation 0' cOnl nu U MVV JnI VI I VU C! .r::.r•Jvin Cnl nIJY.CS SIICC Iif,JINn'. O ,Un lnC wua,cl OCI].I s,uleci IV t.inge wU"out n01Kt. - OXXO ' "' ' Unit I DOUBLE DOOR WITH 2 SIDELITES 6' 3. 6' CL 'TYP. TYP. TYP. TYP. 1 11 1 11 11 11 1i 1 i1 11 1 11 ii 1 I1 11 1 fi 1~ 6' TYP. 7" UNIT 6'0" UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimumFastenerRough 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4 Hinge and strike plates require two 2.1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 6" 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 N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. t.[lu,iv•lr I,•m April 29.2002 Masonite International Corporation Ow conlin,nn0 orodnm of rnoducl •nolove .1 makes son,iKxons. devpn and 0,0W dtlad SOWI to Cnandt wnhoul no ice XX Glazed Inswing Unit APPROVED ARRANGEMENT: aZ, ht ? 1r"3lk m c O Er, FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". r Double Door Maximum unit size - 6'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be usea in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EK' 4 a..l".r. w,,,,,lrr•,n 're s,1 Ir L I'1ULRCLASS LN'I'KY DOORS wn.T.—d ra,«pn C."Dwn C,, April 29.2002 Masonite International Corporation Our continu,ng program Of producl mn ,O,ement mates speOht7l*ns. design and producl detail sublet to change without hope XX Glazed Inswing Unit COP-WL•MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: Y> 404 Series 410 Series 109 Series 114, I20, 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). i/ &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'" .,., wool. tra n 'I'a.+v_e d,I L I I IlkKa:L •\.\ I:NIN\' I)ra()M Non-i..u.rra FA..p»+E-, Daon April29.2002 Masonite International Corporation Our conon-g orogram of product anprovemenl makes soniricalgns. design and product detae sud1e0 10 change without nonce. XO or OX '' Glazed Inswing Unit l APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size a 6'0- x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 D00 00 100 Series 03. 135 Series 136 Series 822 Series 1/2 GLASS: o a o0 0o a El 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 rn3y also be used in the following door Style: Eyebrow 5-panel with scroll Oak raff AR k EK" fr 11C t;I ANLK'I'.I UgUNS raon.A.w..a co..pa,. ban Doo.. Apn129. 2002 Masonite International Corporation 0., Co.,-.,; of p,00.cl mtD.aventenl Matti socGl,c l ns, oe gn a.a a oatrCl atUJ Su41e:l Ic cnNoe ..ow 'o"M XO or OX Glazed Inswing Unit , FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a o 129 Series 200 Series 12R, 12L, 2311, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 248, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 1 EK" clue e,l.\]X Ii,YrN l'`UUf)µl N Tn ,Mf-0orau bu„0o April 29. 2002 ow comllwlna proa,am or orodua improvement makes scedralans, design and produCl Ma s o n i t e International Corporation dela'l s,: ,eCI 10 Cnange wlm0ul nOt Ce CQP-WL-MA0144 02 ; Gol. •d Inswing Unit APPROVED ARRANGEMENT: 0 t 2 O g 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. 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 for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02, MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 n M N 0 a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RrL 107 Series- 108 Series 304 Series Series' This glass kil may also be used in the following door style: Eyebrow 5 panel with scroll O ak rcal ur.d aft ARkEK14oA. •,. n lL I I"L K61-1.1 LI`N'I XY 000-\—T.u.ed Fro..Na.l Envy 0oon o. v Da•11 ADril29, 2002 Masonite International Corporation 00, conl,n0.ne o'ooram of prooun impmvemenl makes spttllrtdl o^s. des,o^ and p,oducl WA, su DItt110 CDa^ee wdnoul n01iCe. OXO Glazed Inswing Unit COP-WL•MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 4 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak;raft AR EW Er(lu(vely IromW ,:., :Ix I r,l I;IULN(;LAS.% LiNI'IakU()()N5 W TuWr 1_Fib.,g uEm Dow( C,, a to Ue'1 vsn(..E April29,2002 ou• r deer asonite International Corporation Our Conbnumg program or product imorovemeni makes swilicalions. design and o)odupl detail suplw to change without notice. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: j :,C0P-WL-MAQ145 02 FIBERGLASS DOORS e ... O{ i% Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door with 2 Sidelites Maximum unit size = 12'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 O0 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: n n o0 0o n 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR 0 EK - w„.,n.,r. lr.:l r. irlItINGLASSunrHVuOOKs tao,,.T..wr.a ra,..p... Em,, D—, April 29.2002 Masonite International Corporation Ow connnu.ng orogram of owouct morovemenl makes soecol,cal,onsdes,gn and product 0040 S.Ulecl 1. clungt ""our n01Ict. APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120,122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: r; 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120.122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" IDI raw i..wr.O fA.rra,. f v, Ooor, PREM ','.'(.u.'i.. " IIII L K(;L,% I.\ LNI MI It IHN ADf29. 2002 n O.. I v Ooa l Masonite International Corporation Our connmmne Dr 00ramofOro0uQ im Dl0IM01 —itsSDeGhQI10nS, design and Dr00uci Mail Su01tt1 to cnange without notice. 4 XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size - 6T x 8T Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: ao 404 Series 108 Series Oak raft AR 4 EK'" 1 ill l:NC:IA.K .l lW l'"1" UUUM.1 nb,..f..u.r.0 fb..fau foul Deen Mw PREM....e7.(, ,/4.r;,,,. April 29. 2002 Masonite international Corporation 0, f6ni.ii,q 6i66wi at wdai'A6+6glmm tnskn w ili66lml. delion lOd Of0d001 anmd surteci to change wimoul notice. COP-WL-MA01402; a Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA- 805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN Or 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). aa 5 1 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK'• t.t1.11..1Y tr.m N' rcYl T 1 I' I U KGL,\ 1.1 tN4 N .TY..0 Egg —Envy Dear, REM ORAi jl,v,o,, a O L/ t 1 ^r Ou• Y Deorr April 29.2002 Mason'te International Corporation Our continuing orogtam ul product moro.emenl makes specikalions. design and oroducl detail suplecl to Change w00u1 nol¢t or •}'tCOP WL-MA0148 02`. 4 Glazed APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 6'0" x 87 Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: am 00 00 822 Series 1/2 GLASS: ao 404 Series 108 Series Oak raft AR EEC`- ariueHr. r.n<s [v_rHc nrrnHs w-..m.e a.e..r.n c—rom.. T ov nr o. April 29.2002 Masonite International Corporation Ow connnu.ne mooran+or woaua m,n,o,ennem makes 5nc0.caMns. des,gn and mm1vci uH„n svuica w cNnpe -novi no',ce or • 'COP-WL-MA0,148-02:`' Glazed 810" FIBERGL,ASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 6CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW E.<luslr•ty f.am W .I. 1110 L N(; L N,SS LN'I'HY 0(10N.S N T..a F—e., Envy boor, PR6N1.'a`?1.1Gr,.,,. April 29. 2002 m Oo• I•Y 0•ar, Masonite International Corporation Our continuing orogram of product morovement makes specdications. design and product dead suo,,Ct tochange wi ndul notice. COP-WL-MA0149 02 Glazed Inswing Unit 81011 FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, stateor 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: Do 00 822 Series n D 00 404 Series 108 Series Oak raft AR 4 EK' r,. ,,.,, r,•m w,,,.,1..r:, n. u aJI'IUli M(i L A S.S LN I'K) 0"'lM1 fiO"r'•,•c"`r/o`"'• PRL/IIVVn r r'rbu A April 29.2002 Masonite International Corporation Our conlmumg program of prooucl rtnprovernenl makes speOLca ons. design ana piooucl derail SubleCl to Change wilhoN nol,ce. K sCOP-WL MA0149-02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 1. 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). J EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARROE E.(luairely I,omWnoiltr. n RY VOOe.l I:IULN<iLntiti Lf+'I'Nl' UOONS Non.U.vnd FT•ra4„EnvrDoen PREM 'R(„vri.. April 29. 2002 — or.nn o<•., 0ur continuing otognm of plodu op,ovennent makes speCilldations, design and product M a4 O n i t e International C o r p o ra t i on delad subject 10 change withdul notice. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Q O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size =127 x 8T Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: am oa 822 Series 1/2 GLASS: EJ oa 404 Series 108 Series Oak raft ARkEK'- t.tl,l..l, Ilom I II)LNt:Ln.ti.\ Lrvl ul' Ul).)N.l --T...— i.p..,— E.-D— PREMOOR Q d Ap1u 29, 2002 Mai4nite International Wp4ratiQnOurlenbmumo816115mel0186umiMwomm011llkifl7tl8ni. dnigm!nd 6mdull dewd s4jecl 10 thage wiIh0VI nObCt. oxxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: i.,.k W- 810 Series 300 Series APPROVED SIDELITE STYLES: f a L 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 8CC0 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 Oakes raft AR k EK" F III LIac:LA\ S EN'I'XV 01)OKS F-0—J-yDonn April29,2002 Our conlmwng program of produCl P'0,ement makes soeclficaoons, desion and product Masonite International Corporation detail Suoltcl to cfiange wimoul nolKe XX 1' '1 a Glazed Outswing Unit I APPROVED ARRANGEMENT. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed SO" x 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure 55.0/-55.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 004 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 ou H 0 ° a 00 00 00 00 no 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 RA. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O ak raff AR 4 EK" E.tl,l.elr I,.m rluliNul..s L.1'I'RN 11110Ms T.. u..a fC.R1—E—y Donn PRC/rYln a m April 29, 2002 Om com nu np p.opram of p•odun myovemem makes speolrcalrons. deslpn and ploducl To: roe Bela l Supleel Io 0ange W.IhOul Alice XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: If f 110 404 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 k EK' ft"LNOLASS LN'I'KN LrQU N Noe-T..a..a cn..ryu[w, Doan PREMD . /lp a sC-11_1'o" m ov a Do April 29.2002 Masonite International Corporation Our Com.numo program of orodud improvement makes spnificalions, des -on and orocuCl deUd sudlecl Ip tnmge wnnout nonce r XX 0 ' ' 1 r I Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note:. Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6T x 8'0' Design Pressure 47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: tIID ao 00 822 Series 1/2 GLASS: El 108 Series U Oak raft ARkEK" wn..l. ra n rr.lu— x/C,' I'luLl(GLASS L N'I'NY D0095--T.and F-,Va.. Envy goon rREM "ni Ilr/i. rC n Or• v peon AprIl29,2002 Masonite international Corporation Oul c.nlinymd p,oelam 01 D. odvo oi,ovemenl mlECs SpeC,,UliOns. ocs,On lnd Droducl dell, s.0leC110 COlnpe wi1000 W111 _ 10 ,00' 6 3/4" X 1-1/2- X 13GAGE MIN. 2" GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. — I 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2-LAG SCREWS — OPENING HEIGHT NOT OVER DOOR HEIGHT) 16'X7' (4 BRACKETS) L 9'X7' (3 BRACKETS) 5 1/4" X 1/2" LONG 16GA. GALV. STEEL FOR 16' X 7' USE CARRIAGE BOLT do NUT TOP BRACKET WITH 1/4" X 3/4" 14GA ROLLER HEX HEAD SELF 6 HOLDER WITH DRILUNG SCREW3 TT 2 FASTENERS. 1/4"X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. DETAIL D (2 PER VERTICAL STILE) 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. 63" (16' X 7') 42"(16' X 7') 54"(9' X 7') 21 "(16' X 7' 33"(9' X 7') 20 GAGE END STILES — FASTENED WITH TOG—L—LOCS TO PANEL USE END CAP OVER END STILES. SEE DETAIL C) Ilr-27- 18 GAGE GALV. STEEL CENTER HINGE7 20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B-B P.S.F. TABLE DOOR SIZE DESIGN PRESSURE*TESTSSURE WIDTH HEIGHT POSITVE NEGATVENEGATIVE 8'-0" 7'—O" 32.837.4-56.1 49.9 16'-0" 7'-0" 236 263-39.5 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735 19-1/2"", 2\ 24" HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 OPTIONAL SSB GLASS 5 STRUTS --, 3" 1BGA WIDE SEE DETAIL A) CENTER STILES 5 COLUMNS) ALTERNATE CONSTRUCTION CENTER HINGES USING (2) STRUTS7, 3 COLUMNS)--- 7, 16' X 7' DOOR q B2" ROLLER WITH 7/16" DIA. LONG STEM. TIRE STEEL 10 BALL 8' AND 9' WIDE DOORS 2" ROLLER WITH 7/16" DIA. SHORT STEM. TIRE: STEEL 7 BALL. SEE DETAIL CJ A 16' 4"X 16" AIR VENTS (DOUBLE CAR) ALTERNATE CONSTRUCTION 14 GAGE GALV. STEEL END (4) REQ'D. OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS. HINGE ATTACHED WITH (4) OR ((120 SQ. IN. MIN. 5) SCREWS. SEE DETAIL C. TOTAL OPEN AREA) 4 STRUTS A OPTIONAL, 3" 20GA WIDE SEE DETAIL A) 4"X 16" AIR VENTS 2) REQ'D. 60 SQ. IN. MIN. B --- B TOTAL OPEN AREA) OPTIONAL. GALVANIZED STEEL STRUT. 7' ATTACHED I HE SE 1X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 9. 7- 20 GAGE END CAP (SINGLE CAR) 20 GAGE END STILES 2" 1- 3/8" POLYSTYRENE INSULATION © 00 g OPTIONAL FOR MOD. 724 AND 730 OV, 13GAGEGALV. STEEL BOTTOM BRACKET O ATTACHED WITH 2 FASTENERS t BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. LH. FOR A 16' X 7' DOOR USE ONE DETAIL C SECTION A -A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE Mn DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH-> 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN -WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS: GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS, MADE NARROWER OR SHORTER. STILE, CAP AND RAIL TYP, 6 PLACES, y1 i AND USE LONG STEM ROLLERS. NOTE. ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4"-20 X 5/8" HEX BOLTS do NUTS OR 1/ 4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. e4 G 2422 3/5/02 KDD F 2413 1/25/02 WILLIAM L ' DEM NN P E 2137 2/9/00 Consulting Structural Engineer D 1724 6/24/97 1140 Anderson Street =: '; FC 1549A Clermont, FL 34711 r B 1549 352) 242 - 0100 A 1449 9-8-95) 1366 11-01-94) SCATES NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE APPRO\ CENTER STILES & CENTER HINGES ( 1 COLUMN) 1. 25 L 3. 2. 75 -- DETAIL A 3" 20GA WIDE STRUT 3" 18GA WIDE STRUT LOCK P. O. BOX 13858 T7 MAUMELLE, AR. 1N J11 1 S0R J®R 72113 501) 562-1 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993- 8, 9 WINDLOAD FOR SBC RESIDENTIAL 100 @150% STEEL DOOR MPH, FBC TOLERANCE120 MPH EXPOSURE "B" FRAC.t1/64 DEC. f .015 NEXT LEVEL DATE. DWG. NQ. ANG. t 1- PLOT SCALE 9/ 14/94 DRN. BY 99-8-033 SCALESHEET 1 OF 3. NONE1=1 GDR OPENING HEIGHT NOT OVER DOOR HEIGHT) 13 GAGE MIN. GALV. STEEL 1/4" X 1/2" LONG FOR 16'XB' FASTENERS USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT & NUT 16GA. GALV. STEELFASTENTOWOODJAMBWITHTOPBRACKETWITH ON 9'XB'.- 5/16" X 1-1/2" LAG SCREWS. 6 14GA. ROLLER FOR 18' X 7' HOLDER WITH 2' GALV. STEEL & 18' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4" X 3/4" FOR OP B & 18'XB' 16GA 16'X8') HEX HEAD SELF SEE TOP BRACKET 13GX 18'X7', DRILLING SCREW DETAIL D ON PAGE 3 USE TWO EXTRA 18'X8') rl6' X 8' & 10' X 8' DOOR SELF DRILLING SCREWS THROUGH I 63"(1Ell X7') 72- 18: X 8 ) 72"( 16X8' 72" ( 10' X 8') 54 18 X 7' 63" ( 18' X 8') 63" 1 X Ell 42" ( 18' X 7') 16' X 8') 48• 48" ( 16' X B') 48" ( 10' X 8') 33- ( 18' X 7') 39" ( 18' X 8') 39" ( 9' X 8') 3/4" POLYSTYRENE 21" ( 18• X 7•) 24" 18' X 8' INSULATION STANDARD FOR 24" ( 16' X 8') r 24- (10' X 8') MODEL 735 15" ( 18' X 7') 15 i (18' X 8') OR 24" HIGH PANEL GALV. 2 ROLLER WITH 7/16 CIA. LONG STEM. TOP AND BOTTOM TIRE: STEEL 10 BALL LEAF OF HINGE 18' X 7' & 18' X 8' DOOR AND END STILE, 2" HURRICANE ROLLER ON 16 X8, 18'X7' L.H. WITH 7/16" DIA. 18'X8'. LONG STEM. RAILS 8 STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'X8'. TIRE: STEEL iu tlALL. 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9' X8' 2" ROLLER WITH 16' X 8': 11 END CAP & RIVETS. 7/ 16" CIA. SHORT STEM. 18' X 7' & 18' X 8': 13GA. END CAP & RIVETS. 14 GAGE GALV. STEEL RAIL ENDHINGEATTACHEDWITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 0 GAGE ND STILES T0IT- 11i & 18'X8' DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE AND PRE- 2• GALVANIZED STEEL STRUT. OPTIONAL SSB GLASS 5• 9' X 8' 3 BRACKETS 16' X 8' ((4 BRACKETS) PAINTED STEEL ATTACHED WITH 1/4- X 3/4" 10' X 8' 4 BRACKETS3 18' X 7' (7 BRACKETS) 26 GA. ALL LONG HEX HEAD SELF 18' X 8' 7 BRACKETS) MODELS EXCEPT DRILUNG SCREWS. 20 GAGE END STILES - FASTENED 750GA MODEL (2 PER VERTICAL STILE) 4 STRUTS WITH TOG-L-LOCS TO PANEL. 1-3/8" POLYSTYRENE 3" 20GA WIDE USEENDCAPOVERENDSTILES. INSULATION OPTIONAL (SEE DETAIL A) SEEDETAILC) FOR MOD. 724 & 730. 13GA GALV. STEEL 4"X 16" AIR VENTS BOTTOM BRACKET iQ.REQIBill S ATTACHED WITH30SQ. N. MIN. 2• FASTENERS ( 16'X8'). TOTAL OPEN AREA) 4 FASTENERS ( 18'X7' OPTIONAL. 18'X8'). 18 GAGE GALV. STEEL CENTER HINGE SECTION B-B 2 FASTENERS (9'X8') AND (10' XW). ATTACHED WITH 4 FASTENERS. 20 GAGE GALV. STEEL CENTER STILE SECTION A A CENTER STILES & HINGES (1 COLUM ATTACHED WITHTOG-L-LOC OR POP RIVETS --i r- 1.25" TO PANELS. 10 GAGE GASTEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2• LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH LHEIGHT I POSITIVE NEGATIVE I POSITIVE I NEGATIVE 9'-0" 8'- 0" 25.5 29.1 38.2 43.7 10'-0" 8'- 0" 33.0 36.9 49.6 55.3 16'-0" 8'- 0" 24:3 27.3 36.6 41.1 18'-0" Ell 1 +27.3 30.7 41.0 46.0 18,-0" 7'- 0" 1 +27.3 30.7 41.0 46.0 3 6 STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C- 4"X 16" AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL. ALTEl CONSTRUCTION USING ( 2) STI B SINGLE CAR) - OPTIONAL LOCK OPTIONAL SSB GLASS UGHTS B 18' (DOUBLE CAR) 4"X 16" AIR VENTS 4) REQ'D. OPTIONAL CENTER STILE (7) COLUMNS CENTER HINGES (5) COLUMNS 120 SQ. IN. MIN. TOTAL OPEN AREA) ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS- USING (2) STRUTS7 B 16' (DOUBLE CAR) CENTER STILES O) COLUMNS CENTER HINGES 3) COLUMNS OPTIONAL SSB GLASS UGHTS-\ALTERNATF CONSTRUCTION USING (2) STRUTS. 7" 4"X III AIR VENTS i N1 1_=1 N 1 1-1 2) REQ'D. B e 60 SO. IN. MIN. TOTAL OPEN AREA) NOTE: NON-DESCRIPTIVE0 X BOLTSN & NUTSSHOWNTOBE 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. St t DETAIL A 3" 18GA WIDE STRUT WILLIAM T. LINDEMANN . rP E. I E Consulting rU urangllt_eer, DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 1140 Anderson SNeeI LISTED IN THE, TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", © Clermont, FL 34711 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. (352) 242 - 0100 AN ARCHITECT ORSTRUCTURALENGINEERMUSTDETERMINEIFTHEDOORISSUITABLEFOROTHERLOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE GLAZING DOES NOT SATISFY IMPACT GIVEN THE SAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE © DEBRIS REQUIREMENTS IN FBC INCREASE IN PRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER. G 2422 3/ 5/02 F 2413 1/ 25/02 E 2137 2/ 9/00 D 1724 6/ 24/97 C 1549A B 1549 A 1449 (9- 8-95) 1366 (11-01- 94 REV. E.C. N. DATE KDD APPROV CENTER STILES & CEE ( SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK P.O. BOX 13858 g T MAUMELLE, AR. IVV INDSOR DOOR 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993W s WINDLOADRESIDENTIALSTEELDOOR FOR SBC 100 ® 150%- MPH, FBC NEXT LEVEL DATE: DWG. NO. 9/14/9499-B-033 PLOT SCALE DRN. BY 1=1 GDR SHEET 2 OF 3 13 GAGE MIN. GALV. STEEL 13 GAGE GALV. STEEL TOP USE FOUR TRACK SPLICE OR FLAG BRACKET. BRACKET WITH 10 GAGE ROLLER FASTENERS RAILScFASTENTOWOODJAMBWITH 5/16' X 1-1/2" LAG SCREWS. HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. ON 9'X8'. NOTE: 16' X 8' USES TOP 2' GALV. STEEL BRACKET ON SHEET 2. O 10 srROTs VERTICAL TRACK 16GA. (16'X8') FOR 18' X 8 USE 3' 18GA WIDE SEE .DETAIL A) B 13GA. 18'Xa' 1/4" X 3/4" USE TWO EXTRA HEX HEAD SELF 16 X & 10' 8' 8 X DOOR SELF DRILLING LOCK OPTIONAL DRILLING SCREW DETAIL D 2" ROLLER WITH 7/16" SCREWS THROUGH 00 DIA. LONG STEM. TOP AND BOTTOM USE ONE EXTRA SEE DETAIL CTIRE: STEEL 10 BALL 18' X 8' DOOR LEAF OF HINGE AND END STILE, SELF DRILLING 2" HURRICANE ROLLER ON 16'X8 AND L.H. SCREW THROUGH TOP LEAF OFWITH7/16" DIA• 18,XB HINGE ON 10'X8'. 72" (18• X 8•) 72' (16' X B') o c LONG STEM. TIRE: STEEL 10 BALL. 9' X 8': 1O'X 8' 20GA END CAP, NO RIVETS. 72" (10' X 8') 9'X8' 2" ROLLER WITH 7/16" DIA. SHORT STEM. 16' X 8': 16GA. END CAP & RIVETS. 18' X 8': 13GA. END CAP & RIVETS. 63' 18' X 8') 14 GAGE GALV. STEEL RAIL OPENING 63" (9' X 8') END HINGE ATTACHED HEIGHT WITH 4, 5, OR 6 NOT OVER SCREWS: SEE DETAIL C. t 20 GAGE DOOR 48" (18' X 8') END STILES HEIGHT) 48" (16' X 8') Oe 8 STRUTS—/ 48" (10' X B') 3' 18GA WIDE 6SEEDETAILA) 39' (18' X 8') 3/4' POLYSTYRENE E 39' (9' X 8') INSULATION LOCK OPTIONAL—,.' STANDARD FOR 24" (18' X 8') MODELG735 24" 16' X 8' SEE DETAIL c—{ 24" (10' X B') O 16•X8' & 18'xB' DETAIL C 4'X 16' AIR VENTS 15" _ 18' X 8) ' POP RIVET TOP AND BOTTOM OF ENDCAP 4) REQ'D. i120 SQ. IN. MIN. 19-1/2"1 21" TO END STILE TOTAL OPEN AREA) OPTIONALOR24HIGH PANEL GALV. AND PRE- 2" GALVANIZED STEEL STRUT. 5" 10' X 8' 4 BRACKETS3 18' X 8 7 BRACKETS 26IGA. ALLEY LONGATTACHHEX HEDIEADTHISELFX3/4" MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES - FASTENED 24 GA. MODEL (2 PER VERTICAL STILE) WffH TOG-L-LOCS TO PANEL 750 USE END CAP OVER END STILES. <9>1-3/8 POLYSTYRENESEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2" FASTENERS (16'X8'). 4 FASTENERS 18 XB ). 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE SECTION B—B AND (1o'xa). pj ATTACHED WITH 4 FASTENERS. SECTION A —A20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS --{ r- 1,25" TO PANELS. I 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0' 8'-0" 25.5 29.1 38.2 43.7 8' 36.9 49.6 55.3 16'-0" 8'-0" 24.3. 27.3 36.6 41.1118•-0" 8'-0" 27.3 30.7 41.0 46.0 OPTIONAL sSB GLASS WIDEAILA) VENTS MIN. AREA) CENTER STILES & HINGES (1 COWL ALTERNA CONSTRUCTIONUSING (2 STRUTS./. SINGLE CAR) OPTIONAL B OPTIONAL SSB GLASS NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/4"-20 X 5/8" HEX BOLTS & NUTS OR 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. G 2422 3/5/02 KDD DETAIL A WILLIAM T. LJtp'mFl1AIN^1' ) F 2413 1/25/02 3" 18GA WIDE STRUT 3 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting Struczl;ral E f< --'et" LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Streit PITCH > 10'. BOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", © CIOTTnGn1, FL 34711 = ` 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. 352) 242 01Q0 `; r AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. :, ; ; , : ; _ •. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS; — :v,.,.- GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE G NOTE: GLAZING DOES NOT SATISFY IMPACTINCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER. DEBRIS REQUIREMENTS IN FBC i C. 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 9-8-95) 1366 11-01-94 REV, E.C.N. DATE PRO 4'X 16' AIR VENTS "" ( DOUBLE CAR) 4) REQ'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL B CENTER STILE COLUMNS CENTER HINGES 5) COLUMNS ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS, _ . USING (2) STRIJIS7 1 16' (DOUBLE CAR) B STILES (5]) COLUMNSCOLUMNSHINGES (1 OPTIONAL SSB GLASS LIGHTS USI,ERrR* B 4'X 16' AIR VENTS 2) REG-D. 60 SO. IN. MIN. TOTAL OPEN AREA) CENTER STILES & CENTER/ (simm CAR) HINGES (1 COLUMN)—/ OPTIONAL B' P.O. BOX 13858 MAUMELLE; AR. JLL7 JTW1(SOR DOOR 721131(501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS I PART NAME: 101993-99 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 ®150%_ MPH, FBC NEXT LEVEL DATE: DWG. NO. 9/ 1 99-8-033PLOTSCALEDRN. BY1=1 I GDR SHEET 3 OF 3 Milestone Master Documents Approved By Central Florida B.O.A.F, March 18, 2002 Updated: 311812002 milemasters.xls PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 . 2 - INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW FLEX0028IFLEX0029 1000 3 INDEX 4 INDEX" 6 INSTALLATION DETAIL WM SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 JINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 INSTALLATION DETAIL: SGL. HUNG FLANGE WINDOWS IFLEX0020 IFLEX0016 1000 11000 11000,1600 & 2000 6 INDEX .` 7 INSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 11000,1600 & 2000 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 1000 1750 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000 1760 & 2000 11 INDEX 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1600,1000 & 2000 13 INDEX,- 14 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 8 . FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1500,1000 & 2000 1000 / 1600 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011600 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 18 FIN HORIZONTAL MULLION SECTIONS /DESIGN PRESSURE .CAPACITIES . 1HMFIN 1000/1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1.600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFIN 1100011600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES I1VMFLG 1100011500 22 INDEX ' 23, FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES IIVMHMFLO MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1600 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 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG 12000 Page 1 of 1 milemastem.xls XqALTfY WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS 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" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-21072089-1 180" 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. CONCRETE OR MASONRY OPENING B7 OTHERS ONE BY WOOD 91.,CK BY OTHERS CAULK BETWEEN VINDCW FLANGE S. WOOD BuCK STUCCO j BY OTHERS PER'METERCAULK BY OTHERS GLASS (TYP.) _ SEE NOTES> WINDOW HEIGHT PERIMETER CAULK — gY OTHERS IQ CAULK BETWEEN WINDOW FLANGE 6 PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OR APROVED EOL. ONE BY WOOD CONCRETE OR BUCK By C!HERS HASD;.RY OPENING CAULK BETWEEN WOOD - By OTHERS BUCK t MAST. OPENING BUCK WIDTH BY OTHERS j trltc7KHr SHIM AS REO'D. D INSTALLATION ANCHOR FLANGE TYPO /!' NAX. 3/16' OIA. TAPCON WINDOW FRAME (SEE NOTES) SMDWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' DIA. TAPCON SHOWN (SEE NOTE 9) p p 1-1/4' MIN. GLASS (TYP.) C EMBEDM ENT (SEE NOTES) CAULK BETWEEN WINDOW FLANGE L WOOD BUCK PER?METER SHIM AS REO'D. CAULK 1/!• MAX. BY OTHERS SEE NOTES) WINDOW WIDTH FLANGE TYPE11 WINDOW FRAME STUCCO B7 OTHERS CAULK BETWEENHEADER SECTION B-B HFS'Y. OPENING BY OTHERS BUCKHEIGHT WINDOW HGT. I K• FLANGE TYPE WINDOW FRAME SILL WINDOW WTH. ELEVATION VIEWED FROM EXTERIOR d I SILL STOOL Q BY OTHERS Q •• PRECAST SILL By .OTHERS Vy... j5! SECTION A -A p F 2 12002 PREPARED 9y. PRODUCT t APPLICATION ErZI.NEERING TAPCON LOCATION CHART CALL TIP TO L CATIONS I\ HEAD LOCATIONS IN JAMB UP TO T" F UP TO I TIPSrSIZETIPsoP6: sops. 7 P r 022 74 X 26 C.CLJ I,J 023 74 X 32 3/5 CD D.E LJ,K,L I;J,K,LID2474X505/6 C.D C.O,E I.J.K.L G,M,I.J.Y. 033 1106 1/a % 39 3/6 I B.G,D_ I I,J.K,L) I,J.K,L A t106 i/a X 0 B.0 .E 4'. C,O.E . i-.C.D.E.r LJ.K,L G.HJ.J.K.L T22 III X 6 L.L I,J I,J T23 111 % 38 3/3 B.C.0 r I A.B,C.D.E.F' T 4 111 X 50 5/6 B.C.D.: A.3.C.D.E.F I.J.K,L LJ K,L M2 120 A 26 L,L,L I.J. .L LJ.K.L M3 120 X 38 3/6 A. =.O.E.F LJ.K,L I I,J.K.LM41O % 0 5 6 A, B.C.C.E.• A.B.CD .F G.H.I,J K,E I.J K L 6020 72 X 24 L.4a 0 I,J I,J 6030 72 X 36 CD B.C.D.E I.J LJ,K.L 6040 7 X a C,0 B.CO.E I•J,K.L I,J,K.L 7020 84 X 24 I. 7030 84 X 36 I B.C.D.E c.C.O.E I,J.K.L 1,J,K,L 7040 a 4A B.CC.E BC.O.E I,J.K,L I.J.K,I 8020 96 X 24 8030 96 X 36 B.C.C.E O.E 1.J,K.L I.J.K.L O40 to B.C.O.E A.B.C.DE.F I.J.K. G H I.J.K L 9020 108 X 24 0 a,L. ,E IT; I,J.K.L 9030 108 X 36 B.C.D.= I B.C.O.E I.J.K,L . I.J.K.L 4 1 sa B.0 O.E A,B.C.D,E.F I J K L 10020 120 X 24 I,J I,J.K,I. 10030 I 120 X 35 B.0 : I A.°.C.O.E,F I,J.K,L LJ,K,L 10040 120 X 48 B.0C.E. A..C,D,E.F I.J.K,L I.J,K.L NOTES. , 1) SHIM AS REO'D. AT EACH INSTA.'ATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIA._; ALUM:NUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFIC.ENT LTH. TO ACHIEVE MIN. EmGEOMENT'OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONiZED ACRY'_IC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHES TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR A;PROVED EQUAL. H 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR 1 OF WINDOW FLANGE. - 6) IF. EXACT WINDOW SIZEIS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY. USTEO WITH NEXT LARGER SIZE..FOR THE APPROPRIATE DESIGN PRESSURE REO;D. B . 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN S OF A$TM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION C-:.RT INDICATE WHERE TAPCON ANCHORS ARE TO EE INSTALLED WHEN US,NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED I-OLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W,"H #a S_REWS OF SUFFICIEN' LTH. TO PROVIDE MIN. 5/8 IN. EMBEDME'+T INTO WOOD BUCK. 10) APPLICATION OF VULKEV I ADHESIVE CAULK AT -' SILL MUST COMPLY WITH SEALAN MANUFACTUPE? S RECOMMENDATIONS. 11) WHERE WINOOW IS INSTALLEO IN MASONRY OPENING WITH A STRUCTUAL TWO BvSUCK. USE Po SCPEWS OF SUFFICIENT :ENGTH TO ACHIEVE 1-3/ E_ MIN. EM9EDMENT AT A_L INVALLA ON FAB'ENER LOCA71ONS. iE 250. HEAT -SOW. F_ -IDA $2746 PHONE 437 605-0365 F4x 401 SHEATHING CAULK BETWEEN BY ETHERS WINDOW FIN L SHEATHING INSTALLATION ANCHOR *8 SCREW TUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TTP.) jSEENOTE7) I' MEN. TWO BY WOOD jEMBEDMENTj` BY OTHERS 1/4' MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER II II WINDOW HEIGHT WINDOW HEIGHT VINCOV WIDTH --+y 24' O.C. 11 MAX. TYPJ r— WINDOW WIDTH TWO BY WOOD BY OTHERS SHIN AS ES) SEE NOTES) 1/4' MAX. HIM SPACE CAULK BETWEEN WINDOW FIN L SHEATHING 1' MI`. EMBEDMENT i T GLAZING (TYP.)J PERIMETERSEENOTE7) CAULK EQUALLY br ETHERS SHEATHING SPACE BY OTHERS ANCHORS FIN TYPE WINDOW STUCCO GRT (TYP,) FRAME JAMB SIDING BY INSTALLATION B OTHERS ANCHOR 413 SCREW SECTION e-B 24. O.C. 6 MAX. r FIN TYPE MAX. (TYPJ r. I(TYP WINDOW FRAME y} I SILL 6' MAX. (TrPJ ELEVATION VIEWED FROM EXTERIOR MARBLE SILL STOOL By _ OTHERS ` }r w- C' R ,T'li 4t. -. • wd.Si' Ate. 't1 1N0)_SHIM AS REO'D. ADJACENT TO. EACH INSTALLATION aNCHCP. MAX. ALLOWABLE SHIM STACK TOPERIMETER 7,.w TpT ,! BE 1/4'. CAULK y •T LJ ; ty. '' ' w'7 z) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. BY OTHERS, 3) INSTALLATION ANCHOR MUST BE OF SUFFIC:ENT LTH. TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME MEMBER. b A. STIR = T 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL R .IAMBS. 1f` 5) USE SIUCONIZED ACRYLIC -CAULK FOR PEP.:METER SEAL AROUND EXTERIOR OF WINDOW FRAME. S / 4' SHIM INSTALLATION 6J GLASS THICKNESS MAY VARY PER THE RECJIREMENTS CC A$TM E1300 GINS$ CHARTS., ANCHOR 7B SCREW SPACE MAX. 7) INSTALL INSTALLATION FASTENERS AT 6' MAX. FROM CORNERS AND MAX. 44 O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, W7H aNCHCR S=ACING AS STATED, IS 70.0 PS'- FOR Sr DINDR I I ALL AVAILABLE SIZES UP TO 73' X 71' Mac. S1TG OTHERSSHIM AS REO'D. OTHERS (SEE NOTES) CAULK BETWEEN I WINDOWFIN --+ I'MIN. REV DESCRIPTION DATE INI L- SHEATHING SHEATHING EMBEDMENT TWO H W°°° FLORIDA EXTRUDERS INTERNATIONAL NAMer OTHERS BY OTHERS SANFORD, FLC TITLE: INSTALLAT_ON DETAIL Wi B SCREWS SECTIONA -A I un07 cl T n T r.lr. C- T T NIT1Tlir _ CCD T CC I 2 12002 PREPARED By PRODUCT L APPLICATION ENGINE --RING. INC.: Z50 INTERNATIONAL PKWT.. SUITE Z50. HEA-POV, FLCR:DA 3Z746 PHONE 437 BOS-0365 FAX 107 805-03 SHEATHING CAULK BETWEEN BY OTHERS WINDOW INISHEATHIND —\ INSTALLATION ANCHOR as SCREW TOR SIDING PY OTHERSI PERIMETER CAULK. BY OTHERS GLAZING ( TYP.) SEE NOTE 71 WINDOW HEIGMTPERIMETER CAULK — BY OTHERS TWO BY WOOD MIN. BY OTHERS 1/ 4' MAX - SHIM SPACE SHIM AS REO'A. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER WINDOV HEIGHT FIN TYPE vINDOv FRAME SILL MARBLE SILL STOOL BY OTHERS 1/ 4' MAX. SHIM SPACE INSTALLATION I II ANCHORBBSCREW /) I SHIM AS REO'D. STUCCO OR (SEE NOTES) SIDING BY OTHERS CAULK BETWEEN VINDOV FIN .SHEATHING I 1'MIN L SHEATHING BY OTHERS EMBEDMENT BY OTWO THERS SECTION SECTIONA -A WINDOW WIDTH O. C. — II( T YP.) I A 6 j" . N i) S. T tj SHIM AS REO'0. ADJACENT TO EACH INSTALLATION ANCHOR. A J MAX, ALLOWABLE SHIM STACK TO BE 1/4-. 24. O.C. (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. MAX. ( TYP.) 11 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO WINDOW WIDTH TWO BY WOOD By OTHERS SHIM AS REO'D.—\ SEE NOTES) GLAZING ( TYP;) J SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB 1/ 4' MAX. SHIM SPACE CAULK BETVEEN WINDOW FIN t SHEATHING I' MIN. EMBEDMENT i I EOUALLY SPACE TANCHORS ( TYP.) I_ SHEATHING BY OTHERS PERIMETER CAULK INSTALLATION BY OTHERS STUCCO DR ANCHOR a3 SCREW SIDING BY OTHERS SECTION B-B 6- MAX. TYP.) ACHIEVE MIN. EMBEDMENT OF 1' INTO WOOD FRAME MEMBER. A) USE SILICONIZED ACRYLIC CAULK 'BEHIND WINDOW FIN AT MEAD, SILL & JAMBS. CF VNS) USE SILCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND VIEWED FROM XT RIOR EXTERIOR Of WINDOW FRAME. 6) GLASS THICKNESS MAY VARY PER THE REOVIREMENT$ OF ASTM E1300 GLASS CHARTS. _ A / ' Y 7) INSTALL INSTALLATION fA7ENER$ AT 6 MAX. FROM CORNERS AND MaX. 24" O.C. DESIGN PRESSURE. CAPACITY OF INSTALLATIONS WITH FNCH:)R SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILA___ SIZ:S UP TO 119" X' 49 5/8- MAX. REV DESCRIPTION DATE IN] FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD. FLORIDA TITLE: INSTALLATION DETAT.L W/ #8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 DP. AWN BY: BB APPROVED BY: C, 3 G'J`vLDATE:12/17/O1 SCALE: N. T. S. DWG.: FLEx0029 PREpARCD By. FzODLKT t APP_IUTION ENGINEERING. ,MC.. 250 INTERNATIONAL IKVY., St ITE 250, HEATHROV. IQRIDA 32746 PMONC 407 805-0965 : AA 407 BOS-036S s ONE eY vecD CONCRETE DR TAPCON LOCATION CHART CONCRETE OR CAULK MASIYBETWEENr LNGOOD INSTALLATION ANCHOR BUCK BY OTHERS MASONRY OPENING MASONRY OPENING BUCK L MA$'B OPENING 3/l6- DIA. TAPCON BY OTHERS CALL TIP TO LOCATIONS IN HEAD LOCATIONS IN JAMB 2r CITHERS By OTHERS B.V. 1-v.• Min _ vsr o>sr oDSF J vsr . Jovsr oF•iF BUCK WIDTH) j EMaE6MEM7 SIZ t TIP TO TO TO TO I TO TO O6'- IE BY WD00 I SDcr D F 7f1v ; 4D v F 7 D. 1/l' SHIM _., BUCK. BY OTHER$ I C' 26 1/2 X 26 C C C G HG,M G,H I' 3/4' M(N. FLANGE TYPE jRA_ MAX. 1.3 1H} 2e 1/2 % 38 3/e C C C • G.H C.H G.H CAU1l'- K BETV£EN Q I EMBEDMENT WINDOW FRAME SHIM AS REO'D. 1H4 26 I/2 X 50 5/6 C C C GM GM GN,I,J CAUTLIKFLANGE 'G JAMB (SEE NOTES) IHa5 26 1/2 X 56 1/4 C C C G.H G.H G)NI,J WINIEO6 VODD BLICZ IHS 26, 1/2 x 63 C C C GM CH.I.J GHI•J INStaLLAiIDN ANCHOR, IH6 25 1/2 x 72 C C I C G.H O.MI.J G HI.J I3/16- DIA. TAKEN 22 37 4 26 ,M ,H M I/ 4' SHIM - 0 23 37 X 38 3/6 E G C G.H G,M G.H SPACE MAX .— 24 37 X 50 5/6 c C C G.H G.H.J G.-.0 RINDVINYLII24537X561/. C C C G.H G.H.I.J G,1•I,JGLAZING9EADCCcG,H G.n I.J G,r,IJ 2537X63GLASS ( TYP.) 26 .7 X 72 C C C G.n.I.J G.HI.J E.F.G.MI.J SEE NOTES) /a x o: I p 53 1/3 x 32 3/e C S. B.0 G.H .H G,HJ.J 53 1/5 X 50 S/e C B.0 —C G.H G.HLJ G M.LJ STUCCO F,7531/e x 56 t/4 C Sc,3.0 G.H.I,J G.HIJ E.F. ;.HLJ 6Y OTHERS 53 1/e X 63 C SIC B.0 GH G.H,I.J E.FG.H.!.J SHIM AS REO'D. 53 1/5 x » - C B.0 B.0 G.H.I,J E.F.G.MI.J E.FG.M.I.JPERIMETER < SEE NOTES> D22 L c• `+.. CAULK BM CAULK BETWEEN 023 74 X 38 3/6 B,C B,C I AB.c,C G,H G,H,I,J GM,i,J 8Y OTHERS WINDOW FLANGE D24 74 X 50 S/e N B.c ( 'A,E,C,D G.H;IJ G,H,I,J 1 'E,F,GMI,J VMH. ( BUCK 6 v00D BUCK o 0245 74 X 56 t/4 B.0 B.0 A.B.C.0 G,M.I,J E.FG,M.LJ I E.F,GM!,J FLANGETYPEH IN GV - HEIGHT > 025 74 X 63 E B.0 A,3,C,0 G,M,I,J E.f,G.n,1,JE.F,;,,n,1,J• HE IG+'rNi) WINDOW FRAME HEADER PERIMETER o6 74 % 72 e.0 B.c I ° .0 IG.HIJE.F,G.HI,J £.f,G.H,I,J' GLASS ( TYP.) CAULK STUCCO 2OU20M 24 X 24 1 L^ SEE NOTES) By OTHERS BY OTHERS I .20M30M 24 x 36 C C IC GM G,H G.H 20M40M 24 x 48. C C C G.H G.M G. V. V. 20M46M 24 % 54 C C I C G.H G.H G.,4I.J WINDOW WIDTH) CAULK BETWEEN 20MSOM 24 X 60 C C 1 C G.M G,H GH.LJ SECTION B—ED) WOOD OPENING ti3 M" M 4 X 7 c c »I c G. eG. GGM MA$'Y. OPENING 30M20M 36 X 24 ,M G. ,H RIGID VINYL NO,LS. Br OTHERS 3OU30M 36 X 36 C C C C,H G.H .. G.H GLAZING BEAD 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE 30M40M 36 % 48 C C C G,H C H.I. GM,I,J SHIM STACK i0 8E 1 4•. 3OW46M 36 X 54 C C C G.H G,H,I,J G.H I,J T YP.) / 3OM5OM 36 X 60 G C C G.H G,HJ.J C.K.0 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. }OM60M 36, X 72 C C C G. H.I.J G.H,LJ E,F,G.H,I.J 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH, TO ACHIEVE MIN. 4CM20M PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE. 4OM30M 48 X 36 C C S.0 G.H G. GH.I.J CAULK VIN OV FRAM£ 4) USE SILICONIZED ACRYLIC CAULK BEHIND W'NCOW FLANGE AT MEAD & 40M40M 48 X 48 C C e.0 G.H G,HJJ G.H,I,J Br OTHERS JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 40Ma6u 48 x 54 C C 3.c G.H O.HJ.J G,HI•J SILL 116 AGHESNE CAULK OR APPROVED EQUAL. 40M50M 48 X 60 C C S.c G.H.I,J G.HJJ EF,G.M.0 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND 4OM60M 48 X 72 C C B.0 IS MI.J E.F G,H.I J F G H I EXTERIOR OF WINDOW FLANGE. 4 M M 4 o.L .M ,H G.H 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE 46M30M 54 X 36 C B.0 B.0 G:H .MH G.H a 4SM4OM 54 X 48 C S,C B.0 G,H G.HJ.J GM.I,J ANCHORQUANTIFYLISTEDWITHNEXTLARGERSIZE. FOP, THE 46M46M 54 % 54 C B.0 e,C G.H.. C.HJ.J E F.G.H,LJ APPROPRIATE DESIGN PRESSURE REO'0. 46M50M 54 X 60 C B,C. S,C GM.I,J G.MJ,JE.F,G.H,LJ 7) GLASS THICKNESS MAY VARY PER THE R--OUIREMENTS OF ASTM E1300 4 M5 M 54 X 72 C ex ?.0 G HIJ E.F.GM1j I GLASS CHARTS. SOM20M X 4 B,c G.H G.H G.H C," VLK BETWEEN V 4 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE SCM}OM 60 X 36 C S.0 S.0 GM G,M GM.I,J WIINCOW FLANGE Q WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L PRECAST SILL SOM40M 60 X 48 O B,c e.0 G.H G.HJ•JG.H,I,J v/ WLKEM EN PRECAST SILL ISECTION Q / ExTER10R ELE`JATION AS A KEY. SOM46M 6C % St C B.0 B.0 G,H,LJ G.HJ.J E.FG.H.1.JADHESIVE CAULKBYOTHERS '-/'1 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SOMSOM 60 X BO C B.0 E.0 G.M,I,J G.MJ,J E.F,G.H.I,J DR APROvEO COL. SHOULD BE FILLED WITH 8d SCREWS OF SUFFICIENT LTA. TOPROVIDt SaM60M 60 x 72 C B.0 e.0 G.H,LJ. E.F.G.H!.J {.f.G.M!.J MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK, L1 M 66 L , L B. . n , M S6M40M 66 X 36 B ce.0 A.B.C.: G.H G,H O.H.LJ A/. 10) APPLICATION OF WLKEM 116 ADHESNE CAULK AT FRAME $Ill MUST 56440M 66 % 4$ B: 8.0 A.?,C.D G.H G.H,I,J GM,I,J A COMPLY WITH SEALANT MANUFACTUF.EP.'S P.ECOMMENDAi.ONS. 56M46M 66 X 54 B.-- COMPLYB.0 A B.C.0 G.H,i.J G,M.0 E.F.G,H.LJ i t) ONE ADDITIONAL FIELD DRILLED & INSTALLED ANCHOR: IS REO'D. IN 55M5OM 66. X 60 E.0 B.0 A.S.C..' G.H.I.J E.F,G.MIJ E.F,G,H,LJ A B C D EACH JAMB ON THE FOLLOWING SIZES: -025" (73 x 62). '026- 55M60M 66 X 72 B C 6 C A.=.C._ G.M.I.J E.F,G.HI.J Ef.GM!J• 73 X: 71). '56M60M• *(65 X 71). & _-5OM60M' (71 .X71). PLACE 6CM.OM %• H r- 60M30M 72 X 36 e c a A?,C : GH G. GHI,J IANCHORBETWEENANCHORSGANDIANDt1ETW_CN ANCHORS •H 6OU40M 72 X 48 B.c B cA.B.C.-D G.H G MI.J C.H.0E / AND J OVER 55 PSF ONLY. COM46M 72 X 54 E,c B A.B•C•% G.H.I,J G.H,I,J E.FG,H.I.J 12) WHERE WINDOW IS INSTAL! ED IN MASONRY OPENING WITn A 5TRUCTUAL 60U5DM 72 x 60 ° r B.0 A,d.C.: G,H,LJ E.F,G.H,I,J E. F,G,H,I.J F TWO BY WOOD BUCK, USE (10 SCREWS OF SUFFICIENT LENGTH TO 6JM6oM 72 X 72 £ C B.0 A.=•C.i G.MI.J 1-'E.F,G.H,I,J E F,(, H,I J• I••- li / ACHIEVE 1-3/8 MIN. EMBEDMENT AT A,L INSTALLATION FASTENER ADDITIONAL Ai`JrHORS RED'D. S- E NOTE )) iLOCATIONS. ONSIZESNOTEDINNOTE ^(!I ADD A ;0 SCREW G H - 1 ANCHOR, TO EACH JAMB FOR NOTED DESIGN PRESSURES. S INTERNATIONAL. INC FLORIDA EXTRUDERSSANFORD, FLORIDA L I MANUFACTUg NAM TITLE: T NSTALI AT i ON DETAIL W/ TAPCONS HORZ. SLIDING FLANG WINDOW — SEP,i:ES 1000 ELEVATION DRAWN BY. -BB I APPROVED BY: VIEWED FROM EXTERIOR _. __ a < =Lt- DATE:10/23/01 SCALE: NTS DWG.: ELEX00K DDCDAR'* aY. D?0.x_7L APDL ICATION ENGI.4E:R.Ni,, INL., 2S0 IN7ERNA'IJNAL PKVf... $'JITE 254, MEAT-i3`:, Fl<IDA 22746 PHONE 4;7 605-03655 F X 40T 205-03:i y I ONE BY WOOD BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE - 6 WOOD BUCK CONCRETE OP MASONRY OPENING BYOTHEPS D A CAULK BETWEEN B.W. 1-1/4• MIN WOOD BUCK 6 (BUCK WIDTH) ~'EMBEDMEN7 MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA TAPCON D BUCK BY OTHERS 3-1/4' MIN. EMBEDMENT i BY OTHERSI/4' STUCCO JrG--ASS NOTES) INSTALLATION ANCHOR 3/16• DIA. TAPCON SHIM AS REO'D. MAX. NOTES) PERIMETERSEE CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER RIGDVINYLIGLAZNGBEADTYP.) STUCCO By iHERS H1M AS REO'D. 1/4' MAX. RIGID VINYL (SEE NOTES) GLAZING BEADTYP.) GLASS l5 IU'I 0 TYP.)(SEE NOTES) V FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE v L WOOD BUCK PERIMETER CAULK By OTHERS V.W. WINDOW YP.) (SCE I (WINDOW WIDTH) I EIGHT) B.H. BUCK CAULK BETWEEN HEIGHT) WOOD BUCK 6 CAULK BETWEEN VINDOW MAS'Y. OPENING FLANGE L PRECAST SILL BY OTHERS W/ VULKEM 116AllADHESIVE SECTION B—BCAULK, OR AD. E.L. RANGE TYPE CONCRETE OR PERIMETER WINDOW FRAME MASONRY OPENING CAULK SIII BY OTHERS BY OTHERS j W. PRECAST SILL c c ~ BY OTHERS -- A A C O SECTION A —A 4 Pv t15MASREO.O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE E SHIMSTACKTOBE1/4-. D t 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. l(J 4) USE SILICONIZ-cD ACRYLIC CAULK BEHIND WINDOW FIANCE AT HEAD B JBK0 1 . e: JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VUIKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. ('I 5) USE SILICONIZED ACRYLIC CAULK FOR PERWOER SEAL AROUND W,H, F ( ^r EXTERIOR OF WINDOW FIANCE. V 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHORQUANTITYLISTEDWITHNEXTLARGERSIZE. FOR THE / APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTMlcr E1300GLASSCHARTS. Cam/ 6) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE - H I O & TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAmB SIZE SIZE 3oP5F TO 4OPSF 41 ASFTO 70PSF 30PsF TO 401SF I PSFTO 7CPSF 12 18 1/3 A 25 8 8 F,G F.G73 1a 1/8 X. 37 3/8 8 8 F.G F.G 14 18 1/1 X 49 5/5 8 BI F,G F,G 145 to 1/6 X 55 1/4 8 B F,G F,G - 15 t6 1/3 x 62 8 B. F,G - F.G 16 1e 1/8 X 71 B B F,G F.GMJ17 18 1 x 3 F I'S JK 1H2 25 1/2 X 25 8 8 G 1H3 25 1/Z x 37 3/e B 8B F.G F.G - iHs 25 t/Z x 49 5/e a F,C i.C.HJ 1 H4525 1/2 X 55 1/4 e B F.G F,GJtJ .- 1H5 25 1/2 X 62 8 B F.G F.C.H, 1H6 25 1/2 X 71 B 8 F,G F.C.HJ 1H7 - 25 1/2 X a3. 8 e F,G.J,K F.Ga+( 30 1/2 a 36 3e3/8 29 1/2 X 25 29 1/2 X 37 3/8 8 e F,C F.G 30 1/2 . 50 5/8 29 t/2 X 49 5/e e 8 F,c F.G F.G.HJ. F, G.H.J301/2 56 1/4 0 1/2 a 63 30 1/2 . 72 29 t/2 X 55 1/4 29 1/2 X 52 29 1/2 X 71. B 8 BB 8 BF.G F.G.H,I F.G,H.1 F, G.MJ 30' 12. 64 29 1/2 X 83 B 8 F.G.J,K F,G.J.K 2. 1 23 36 x 2 / 36 x J7.3/6 8 B F.G F.G 24 3b x 49 5/d 8 BB 8F,G F,G F,G,HJ F. G•h•1 2452536X551/4 36 X 62 B 8 F,G.H.1 F,C.Hi 26 36 x 71 8 6 F.G.H.1 O.E.F,G.HJ 7 36 X 83 g 8 F,G.J,K F,G,H,I,J:K 4 X 42 a 38 3/8 41 X 25 41 X 37 3/8 8 8 F,G F'G'MJ 42 a 50 5/a 41 X 49 5/3 B B B B F.G F,G,H,I F.G,HJ F, G,M,1 42 . 56 1/4 42 . 63 41 X 55 1/4 41 x 62 8 B F,G.H.1 D,E,F,GJ•J 42 X 72 4t x 71 B 6 F.G.HJ O.E.f,G!+J 4 . 8A 41 X a3 F GJ,K F,C.HJ,J,K 48 . 26 4a . 38 3/3 47 X 25 47 X 37 3/4 8 BA,C A,C F.G F,G.Hi 4a. a 50 5/3 47 X 0 5/6 B - 8A,C A,C F,G F.G.H,I F.CYJ F, G.HJ 48 . 56 1/4 48 X 63 47 X 55 1/4 F. G.M,1 D,E.F,G wJ 48 X 72 47 x 71. B A.0 F,G.HJ D.E.F,G..HJ a.. a 47 X 83 F 2 52 t/6 X 25 B A,C F.G 3} 52 1/a X 37 3/8 8 A,C F.0 F.0 M , 3a 52 t/6 X 49 5/8 8 A.0 F.G.H.1 F,G M,1 345 52 1/1 x 55 1/4 8 A,C F.G.H.1 D.E.F,G y.i 35 52 1/8 X 62 8 A,C F,G.H,I 0,E,F,G.H.1 36 52 1/8 X 71 a AC F•G.H•1 D.E.F•GH•1 37 52 1/8 X 83 B A C F.G.J,K D.E F,G.J K.J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WH_N VSIN c 1— EXTERIORELEVATIONASAKEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON 1 ,H INTERNATIONAL. INC FLORIDAEXTRUDERSsANFORD, FLORIDA ANCHOR SHOULD BE, FILLED WITH /8 SCREWS OF SUFFICIENT LTH: TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. iD) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS A TITLE: INSTALLATION DETAIL PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNG$. ELEVATION SGL. HUNG FLANGE uINDOuS - SERIES 1000. , 1500 8 2000 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE 110 SCREWS OF - VIEWED SUFFICIENTTOACHIEVE1-3/8" MIN. EMBEDMENT AT FROM EXTERIOR DRAWN BY: BB APPROVED BY: 1 0 / 09 / 0 1 -FLEX 0016 LENGTHALL INSTALLATION FASTENER LOCATIONS. a. , t DATE: 1 SCALE: N T S DWG.: PKY.. SUITE 250. HEATHROW. FLORIDA 32746 PHONE 107 605-0365 FAX 407 3C5-0J66 PREPAREO81: PROOVCT & APPUCATION ENGxNCCRNG. INC.. 250 INTERMATIONAL CAULK BETWEEN , SHEATHING WINDOW FIN L BY OTHERS SHEATHING INSTALLATION ANCHOR LIB WOOD SCREW ] STUCCO BY OTHERS ' WINDOW HEIGHT PERIMETER CAULK By OTHERS GLAZING (TYP.) SEE MOTES) PERIMETER CAULK BY OTHERS I. MIN. EHBEDMENT TWO BY WOOD BY OTHERS SHIM AS REO'D. cSEE NOTES) I I/4' MAX. J SHIM SPACE N TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES). INSTALLA ION ANCHOR - III18WORDSCREW STUCCO ZSHC-T-ING BY OTHERS CAULK -BETWEEN WDNDOW FIN L SHEATHINGBY OTHERS - SECTION A -A FIN TYPE WINDOW FRAME SIIM( ARBLE SILL STOOL BYOTHERSWINDOW VIDTH 1/4' MAX. SHIM SPACE SHIM AS REDID. TWO BY WOOD SEE NOTES) ! STUD BY OTHERS CENTFLo B.Q.A.• NAME', I' MIN. 15 EMBEDMENT GLAZING ( TYP,) r4aC + iT (SEE NOTES)' WINDOW i A t 24' O.C. MAX. CTYP.) EQUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT A 6 J TYP.) b MAX. (TYP.) ELEVATION v1EwED FROM EXTERIOR TWO BY WOOD BY OTHERS I' MIN. EMBEDMENT if SHEATHING BY OTHERS FIN TYPE _ CAULK BETWEEN WINDOW FRAME .- WINDOW FIN JAMB L SHEATHING PERIMETER INSTALLATION ANCHOR ULK CA118WOOD SCREW BY OTHERSSTUCCOBY OTHERS SECTION B- B NOTES. .. 1) SHIM AS REOID. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-.- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT.OF I-INTOWOOO SUCK. 4) USE SIUCONIZED ACRYLIC CAULK BEHINO WINDOW F.IN AT HEAD. SILL h JAM.S p. S) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOw FRAME. - 6) IF EXACT WINDOW SIZE IS NOT. LISTED 1N ANCHOR. CHART, USE ANCHOR QUANTITY LISTED WITH -NEXT LARGER SIZE, 7) GLASS THICKNESS MAY VARY -PER. THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. - 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG.IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. - I I _ ' UAlt.: IC/IJ/U! 19CALL: N. I. S. IL WIi.:rLLAUUdb SHI 1 Ur Ct e re. era e.. Pony rr X .PP. v.1 r.Nrr.r.Irrrm.G_ INC. 250 INTERNATIOrI- PXVY voTr pan ... _c.c-v r,nmr IP,46 'PMONr 407 805-0265 FAX 467 805-0366 7 CONCRETE OR HASONRY OPEN;"' BY OTHERS ONE BY WOOD BUCK By OTHERS CAULK BETWEEN ` WINDOWVOCDLBUCK STUCCO J BY OTHERS PERME TER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) V.H. JINDOVEIGHT) PERIMETER CAULK By OTHERS a INSTALLATION ANCHOR 3/16- DIA. TAPCON CAULK BETWEEN WcpO BUCK MAS'Y. OPENING By OTHERS GLASS (T YP:) _ I 4 1-1/4' MIN. CSEE NOTES) A EMBEDMENT YYj Q) AO GEiOVL s . 1JSHIM AS REO'D. SE£ NOTES) FLANGE TYPE WINDOW FRAME I•-- A W. W. RIDGED v I GLAZINGBEADBUCK / HEIGHT) , B B RIDGED VINYL GLAZING BEAD - W.H• I' FLANGE TYPE WINDOW FRAME a a CAULK BETWEEN WINDOW FLANGE 6 PRECAST SILL W/ VULKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OP. APRV'D: COL. SECTION A —A A a' ELEVATION VIEWED FROM .EXTERIOR B. v. )'I" "'" CONCRETE OR BUCK WIDTH) EK9Ed' T MASONRY OPCNING BY OTHERS SHIM AS REO'D. D 1/ 4' MAX. SEE NOTES) INSTALLATION ANCHOR 3/ 1 6' DlA. .TAPCpN .. v RIDGED VINYL GLAZING BEAD 0 ONE BY WOOD BUCK BY OTHERS - v FLANGE TYPE 0 WINDOW FRAME CAULK BETWEEN PERIMETER WINDOWFLANGECAULK6VppDBUCKByCTnERSCAULK BETWEEN WOOD BUCK t V. V. MAS'Y. 'OPEN ING INDOv WIDTH) - 6Y OTHERS STUCCO BY OTHERS SECTION B—B 1NOSHIM AS REO'D, AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA TAPCON INSTALLATION ANCHOR$.MUST Sr. OF SUFFICIENT LTH., TO ACHIEVE MIN. EMBEDMENT OF 1-1/4'INTO MASONRY OR CONCRETE. 4) USESILICONIZEDACRYLICCAULKBEHINDWINDOWFLANGEAT HEAD & JAMBS. -SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESNE CAULK OR APPROVED EOUAL- 5) USESILICONIZEDACRYLICCAULKFORPERIMETERSEAL' AROUND EXTERIOR AN OF WINDOWFLGE, 6)-IF EXACT WINDOW SIZE 15 NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY-LISTED WITH 7 NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE kE0'0. t 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS.. 24' D. C. MAX. (TYP.) 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS.24 IN. O.C.. IS SCREWS OF SUFFICIENT LTH. TOPROVIDEMIN. S/8 IN. EMBEDMENT INTO WOOD 'BUCK SHOULD BE INSTALLED'. 9) FLORIDAEXTRUDERS1000SERIESFIXEDWINDOWISSHOWN. THIS PRINT ALSO APPLIES TO THE 6' MAX., ( TYP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS - - . T 1) SEE BACK OF THIS SHL FOR INSTL'N ANCHOR REQUIREMENTS. I} 11) APPLICATION OF WLKEM Tlo ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 12) WHEREWINDOWISINSTALLEDINMASONRYOPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE p10SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT. 13) WINDOWUNITSCANBEM'UL LEDTOOTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. ATIONAL, INC. FLORIDA EXTRUDERSISANERD, FLORIDA TITLE 1NSTALLATiON D=TAIL V/ ONE BY BUCK FIXED FLANGE WINLDW - SERIES 1000 & 2000 DRAWN BY: APPROVED BY: ZGG2 DATE: 10/22/O1 (SCALE: NTS DWG.: FLEX0018 SHEET I OF ? PREPAREO BY:' PROOVCT TECHNOLOGY CORP.. 250 INTERNATIONAL PK'NY, SUITE250. ,T"R OW. FLORIDA33746 PHONE 407 605-0S65 FAX 407 905-:3E6 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN 6SHEATHING INSTALLATION ANCIO FOR 018 SCREW EXTJERIOR FINISHBYOTHERS — PERIMETER / CAULK By OTHERS WINDOWHIEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR — 438 WOOD SCREW EXTERIOR FINISH BY OTHERS v MIN. EMBBCD DOD FRAMING NT WINDOW WIDTH I S1/a MAX. BY OTHERS HIM SPACE CENTRAL FL®RDA B.®.A-F. ySHINA$ REO'0. Up,.E N . T,j (SEE NOTE$) `(U3C11"` L F#DI=+. IY' l v U HAX.7HIM PAC. MASTER FUE GLAZING cSEE NOTE 61 GLAZINC SEE NOTE 6 CAULK BETWEEN J jWINDOWFIN S SHEATHING I•MIN. EM3EDMEN SHEATHING BY OTHERS SECTION A -A BUCKHEIGHT FIN TYPE WINDOW FRAME SHIM AS REO'D, 1/4' MAX. SEE NOTES) WOOD FRAMING BUCK BY OTHERS vh HE EXTERIOR FIN TYPE WINDOW FRAME WINIJUW WLVIH — A IDGW fGHT I B A --ftj ELEVATION VIEWED FROM EXTERIOR 8 WOOD FRAMING BY OTHERS SHEATHING BY OTHERS 7NSTALLATION A QHOR xB SCREW CAULK BETWEEN WINDOW FIN 6 SHEATHING SECTION B-B EXTERIOR FINISHPERIMETER - CAULK BY OTHERS BY OTHERS NOTES' 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIN. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2), WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF 1' INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND. EXTERIOR OF WINDOW FRAME. 5) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS' ALSO OUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE 1 WINDOW is SHOWN: THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6" MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITH ANCHOR SPACING AS STATED, IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71" OR 63' X 95" OR 119" X 37-3/2" MAX. 9) WINDOW UNIT CAN BE .MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION. . INSTALLATION SHEETS FOR RECIREMENTS. TITLE: INSTALLATION DETAIL. Wi FIXED FIN WINDOW- SEF DRAWN BY:H APPROVED DATE: 1 / 13/02 SCALE: N. T. S. DWG BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY. $UITE 250. LAKE MARY. FLOR10A 32746 PHONE 7uT FAX 407 0 CAULK BETVEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR NAjDNRT OPENING OTHERS MIN 3Y B ZTER:]P FINISH 3Y OTHERS PERIMETER CAULK BY OTHERS WINDOW FRAME MEAD WINDOWHEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CA-LK BY OTHERS EXTERIOR FINISH — BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CALK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' D:A. TAPCDN EMBEDMENT 1 1/.- MAX. MIN. SHIM SPACE SHIM AS REO'D SEE NOTES) GLAZING (TYP. SEE NOTES) 4 CONCRETE. OR \ MASONRT BY OTHERS CTION A -A INSTALLATION. ANCHOR 3/16' DIA. TAPCDN SHIM AS REO'D SEE NOTES) L 1/4- MAX. SHIM SPACE NOTES 1) SHIM AS REO O AT EACH INSTALLATION ANCHOR WITH LOAD SEWING SHIM. MAX. ALLOWABLE Snits STACK TO BE 1/a-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DNA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACMIEJE MIN. EMBEDMENT OF 1-1/3 INTO MASONRY OR CONCRETE. PLACE TAPCDN ANCHORS 6 FROM CORNERS & 24' O. C. MAX. ALL FACTORY APPLIED HOLES NOT OMCNATED FOR TAPCDN ANCHORS SHOULD BE FILLED WITH J8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. a) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE 110 SCREWS OF SJFFICIENT LENGTH. TO' ACHIEVE 1-3/8- LIIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. S) USE $ILICONIZED ACRYLIC CAULK BEHIND WINDOW F;ANGE AT HEAD. SILL JAMBS. 6) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OFWINDOWF' Z.-r. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHEPS. BUILD DOWN MUST BE OF SUFFIECIENT $7RENGT.I TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THESTRUCTURE. 9) FLORIDA. EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. 1T IS NOT INTENDED TO LIMIT USE OF THI<- PRODUCT TO THESE TWO CCNFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO O HER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. EXTERIOR ELEVATION SHIM AS REG'D SEE NOTES) WINDOW FRAME JAMS GLAZING (TYP. SEE NOTES) 1/4' MAX. —+- SHIM SPACE 4 PERIMCTER CAULK —" BY OTHERS / EXTERIOR FINISH J BY OTHERS WINDOW WIDTH 1-1/4' MIN, EMBEDMENT ONE BY WOOD BUCK BY OTHERS INSTALLATIN ANCHOR. 3/16' DIA. TAPCDN Al CAULK BETVEEN VOCD BUCK L MAS'7 OPENING BY OTHERS - CAULK BETWEEN VIN30V FLANGE - L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS SECTION Q B WINDOW WIDTH A -"-7 A EXTERIOR ELEVATION 7WIT I'TERNATIONAL I; C4 'EuEoME p FLORIDA EXTRA DERS 'SANFORD, FLORIDA ONE BY WOOD TITLEFLANGE INSTALLATION DETAIL CONCF_TE HEADER V/1 BYBUCKFUCKByOTHERSY++"-- . I ` DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES MB 014WN BY: BB APPROVED BY: DATE:02/12/02 SCALE: NTS I DWG.: FLEX0035 re[..ees s.. •¢ac. tte,.noe. CJt.. tM Mi[w+.IT,a R L. A:•( 2J0. [+Iwgv. ILonw xT« ..at «i R1-wss r« qr K.-mAi 9 ONE BY BUCK Br CT!r_RS CAULK 3C! WC EN VINE-'W FLANGE A S A;HING PLYWOOD ("YP.Y• BY CTHCRS \ EXTCRIGR iiN7-5H—\ BY OTHERS PER:NC7CR CAULK. BY OTHIERS WINDOW — HEAD WINDOWHEIGHT EXTERIOR V;Nu®V FRAME." - L GERIH1 lER CA.iK. BY OTH CRS Ex'ERI:CR — F;aISH A1 MIN AS PEO'D SEE NOTES) GLAZING (TYP. SEE NOTES) SHIN AS REO'D SEE NCIES) INSTALLATION ANC -OR f:0 SCREW BUILD DOWN BY OTHER' NALSOAPPLIES TO SILL) 1) SHIM AS PEOO. AT EAC`: INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. A!,-'CWABLE SHIM STACK TO BE 1/4', 2) WINDOW FRAME MATERUL' ALUMINUM ALLOY 6063. 1-S/5- MIN. J) T-CON INSTALLATION ANCHCRS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIE'/E EMBEDMENT MIN. EMBEDMENT OF i-1/A" INTO MASONRY OP. CONCRcTL. 110 INSTALLATION 7- SCREWS AT HEAD k JAMBS MUST BE OF SUFFIC,ENT LENGTH TO ACHIEVE 1-3/6' I} MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED. INSTALLATION ANCHGRS k SCREWS TO BE PLACED 6 IN. FROM CORNERS S 24 IN. O.C. MAX. A) US: SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL !( JAMBS. 1 5) USE SILICONIZED ACRY!IC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. I/e. MAX. 6) CLASS THICKNESS MAY VARY PER THE REOVIREMENTS OF ASTM E1300 CLASSSHIMSPACECHARTS. SINGLE GLAZING IS SHOWN, 114S6LATING GLASS IS ALSO OU.ALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINOCW FRAME TO BE ENGINEERED BY OTHERS. SUMO DOWN MUST BE OF SUFFICIENT STRENGTH TO ACEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLCRIGA EXTRUDERS 1000 SERIES DESIGNER WIN;.OW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. S) ELEVATIONS SHOW COMMON CONFIGURATIONS. 17 IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGuRAT10NS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. BUCKHEIGHT 1 /.' MAI. SHIM S%A:E EXTERIOR CLEW --ION CAULK BETVIEEN J d VINDO': -LX:WE \ t ONE :7 WESID { +) .- BUCK I_1-1/a" MmVlil g 7' 1 11:t9-L FL©RMA B.0. ALICWOODAULKiET': CEN EM?EDMEN" uai\US'lYVi 4JiLT B a • I. KASO B'. a NAM: MASCNa.• E,PENING ONE BY VCODBYOTNER:S BUCK' BY OTHERS CONCRETE OA2 GFCTION A -A. MASTER FEEXBYO.ASWTH_R - - INSTA!LATION ANE R S 3/16 DIA. TAPCON -lv. ti ivJT tLL_.........___ 1-3/8. MIN. EMBEDMENT BUCK WIDTH 1/4' MAX. SHIM SPACE CAULK BETWEEN TWO BY FRAMING — TWO BY BUCK 6 .CCNCREiEBYOTHERS \ BY CTHERS SHIN AS REC'D \ INSTAL! a'ION ANCHORSEENDTES) I X_II aWINDOWFRAME CAULK BETWEEN JAMB WINDOW FLANGE I t vCv'D BUCK GLAZING (T7P. NOTES) ISE'e a a I rGNCRETE OR PERINETC; CAULK r.ASDNR7 B7 CTHERSBYOTHERS VINDOV WIDTH EXTEROR FINISH SECTION B—B BY OTHERS WINDOW WIOTH A WINDOWHEIGHT B B I A. = EXTERICE ELEVATION c..A.. ax A.Ic.H.: ..c w.o, saa Jx. c.Irav, rweu• Ja.c .a+c aY Ar.-.x: r...aI r..-axa eHEA7 RING BY OTHERS PS INSTALLATIGN ANCHOR SCREW ( EXTERIOR fIN1SH -/ BY OTHERS PERIMETER CAULK - Br DTHERS FIN. FRAME HEADER EXTERIOR PERIMETER CAJLK By OTHERS EXTERIOR FINISH BY OTHERS 8 INSTALLATION—' ANCHOR SCREV.(TYPa SHEATHING J By OTHERS CAULK BEHIND FIN TVO BY BUILD DOWN BY OTHERS N SHAMSHINASREO•D. 11) AS REO'0. AOJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARINGSEENOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAMs )MTER:AL: ALUMINUM ALLOY 6063. I/4' MAX 3) USE SILICON ZED ACRYLIC CAULK, BEHIND WINDOW F.N AT HEAD. SILL 41 JAMBS. lM SPACE 41 USE SL CONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINOOW FRAME. S) CLASS THICKNESS MAY VARYPER THE REQUIREMENTS OF A$TM E CUSS OUALCHART$. SINGLE G:..4'ING 1S SHOWN. INSULATING GVSS IS ALSO QUALIFIED. JII 6) SCREW ANCHORS AT HEAD. SILL h JAMBS SHOULD BE IS SCREWS OF SUFFICIENT LTH. TO PROIACE MIN. 1 IN, MIN.. EMBEDMENT INTO WOOD FRAME. PUCE /3 SCREW ANCHORS.6' FROM CORNERS AND 24' O.C. MAX.. 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED. BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &. 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THISPRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. B 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING <TYP. SEE NOTES) FIN FRAME SILL SHIM AS REO•D.- SEE NOTES) / I• KIM SECTION A -A r L Vr axSMiMSPACE A I EXTERIOR ELEVATIONTWOBYFRAMING BY OTHERS i•"• t" CAULK BEHIND FIN F',y 1 JAL CENM ' y cr IF' 2002 wiT SMIM AS REO'D.- SEE NOTES) FIN FRAME JAMB — GLAZING (TYP. SEE NOTES) f) SHEATHING BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS WIND. via,H—.-; PERIMETER CAULK BY. OTHERS SECTION B-B I/<• MAx .3 INSTAILATiON SHIN $PACC ANCHOR SCREW (TTF.) ivp Br FRAMING BT OTHERS y' /— CAULK BEHIND 1IN Iwa A + EXTERIOR ELEVATION FLORIDA EXTRUDERS SANERD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN B.Y: B B APPROVED BY: DATE:02/14/02 SCALE: NTS DWG.: FLEX0037 HK1+<e II, H, l I —ml < n pttwilput 6v1. Let( i)e. K i.v. "—. .1. n — M- 5 ! M> IC) — CONCRETE OR SHIM AS RE'C'D _ MASONRY OPENING CSEE NOTES) BY OTHERS CAULK BETVEE N DOOR FLANGE WOOD .,uCK CAULK BETWEEN PERIHCTER WOOD BUCK H CAULK BY MAS'Y. OPENING OTHES$ BY OTHERS STUCCO By- OTHERs INSTALLATION A-NCHOR t8 SCREW (TYP_ vHERE — TAPCONS ARE ND]T REO-D-) SLIDING GLAASS DOOR FRAME STILL INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR - 11/4' MIN. CONCRETE OR Ma SCREW (TYP. WHERE ! EMBEDMENT MASONRY OPENING ONE BY WOOD TAP:ONS ARE NOT RED'D.) I BY OTHERS 7 BUCK BY OTHERS _. I ONE BY WOOD BUCK BY OTHERS / CAULK BETWEENINSTALLATIONANCHOR I 3/16' DIA. TAPCON WOOD BUCK L 1 1/4' MIN. ' MAS'Y.,DPENING EMBEDMENT 11 - BY OTHERS SLIDING GLASS ' DOOR FRAME - \ .CAULK BETWEEN CAULK BUCK BETWEEN HOODING GOP$$ DOOR HOOK STRIP 6JAMBJWOODBUCKHOOKSTRIP -WOOD BUCK MAS- Y. OPENING _ Q II BY CiHERS o Ili SHIM AS REO'D. N i I I (SEE NOTES) 1-1/4' MIN EMBEDMENT Q 4 INSTALLATION ANCHOR 3/ 16' DIA. I APCONTEMPERED GLASS Q CAULK BET WEEN TYP.) - DOOR FLANGE - L WOAD BUCK, PERIMF- TER ` - - - _ ONE By WOOD CAULK BY I CONCRETE OR BUCK BY OTHERS OTHERS MASONRY OPENING BY OTHERS STUCCO BY DTHERS f— S.G.D. WIDTH - U CO B. O.Aj?.Tr PORED GLASS SECTION B iJFACTUi ER p. Iy\tLtAI.SA• SLIDING GLASS DC>OR- T e. r . 1 w k I'e- GV INTERLOCK MASTER FILEHOOK STRIP DETAIL Y A - 4• I 1) DOWt MATERIAL, ALUMINUM ALLOY 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SL.-rICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT - Or 1- I/4• INTO MASONRY OR CONCRETE. .. 4)-ALTERNATE ANCHOR CHARTON CATION ANCHORS FRONT TD BACK IN ALL FRAHE-MEMBERS. - 4) USESI+ ANCHOR -CHART DM HACK C6 THIS SHEET. S) USESILICONIDACRYLIC. CM1LK BEHIND DOOR FLANGE AROUND t JAMBS. , 6) USEACTDOORACRYLICCAULKFORPERIMETERSEALAROUNDANCEXTERIORTIT .LIB D W 7) LEXACT DOOR SIZE E NOT LISTED 1N ANCHOR CHART, USE AMCMOR'OUaNTITT ,LISTED V:TH NEXT LARGER SIZE.FORSIZES APPROPRIATE IDSIGN PRESSURE RED'D. - H) FORROCKETDOORFROUSECLOSEST _YPAS DOOR SIZE't CONF1GtR: : TO FINISHED OPENING. PLACC'TAPCONS. IN FRONT OF HOOK STRIP AS SHOWN. ' . 91 GLASS, 7M1CXKSSORYAPP MAY VARY PER REOUDCSli ETED F Or.ASTM_E{NC GLASS CHARTSHOULD 10) ALLFACTORYAPPLIEDHOLE' S NOTDESIGNATED. FOR TAPCON ANCHOR W SHOULD8E FILLED +1TH .S SCREWS 3 B6SUFFICIENTLENGTHiOPROVIDEMIN. 3/B CMBEDHENT INTO WOOD LUCK. 11) DOOR UNIT 12 APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 12) JAMS / SILL. CORNERS ARE TO BE SEALED v:TH A SMALL JOINT SEAM SEALER. - 13) SHIN AS REO-D. AT -EA. SET' Or INSTALLATION ANCHORS. MAX. ALLOVABLc SHIM STACK TC• BE 1/4•. 14) ALL INSTALLATION ANCHORS MUST BE MADE Or CORROSION RESISTANT MATERIALS. IS) ,VHERE ' X• REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED A CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK, OF THIS SMECT. - 16) )NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING- MOVEVER INSTALLATION EXTERIOR ELEVA': ON SECTIONS 'A -A•, •B-B', t HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED, 2 PANEL DOOR SHO17) DNFIGUWN CNSTALLRAT1UNS. ONE iAPCONIN EACH PAIR OF FACTORY APPLIED INSTALLATION MOLES UNLESS NOTED -. OTHERWISE ON ANCHOR CHART. SEE HACK OF THIS SMEET. IW FLORIDA EXTRUDERS1000SERIESSLIDINGGLASSDOORIS. SMOVH THIS PR:MT ALSD APPLIES TO 2000 SERIES AND 500 SERIES. .. -.. .-... - o . SLIDING GLASS DOOR FRAME HEAD 1/4' MAX. SHIM. SPACE tJ TEMPERED GLASS ( TYP.) DOOR HEIGHT G t,j, t< <",. EDMENT A lI ` G 11/4' MIN. I . / . V. o LIBERALLY APPLY, \ CA LILKiW, UNDER SILL 02L SET SILL IN BED INSTALLATION ANCH.E? OF' CONCRETE 3/ 16' DIA-. T,APCON SECTION A -A i--1/4• MAX. SNIM SPACE r5''' _A I DATE:10/25/01 scatE: NTS DWG : FLEXOOcI MN)NK•r . Pa 1c.nOx fWXNNFT.)w. INC.. _m 1.7fRMATIOMAI P .'_ SUITE 250. KaTHtOV. rLDR::r- 32746_ 4D7-ens-036S FAX N47-B:5-0366 SHEATHING BY GTHERS STUCCO _J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR •— DOOR WIDTH --'. j-i-i/4' MAX. SHIM SPACE SHIM AS RE'0'D X8 SCREWSCENOTES) 1MdLi MIN. EMBEDMENT CAULK BETWEEN TWO BY WOODDOORFLANGEBYOTHERS SLIDING GLASS L SHEATHING DOOR FRAME JAMB TWO BY WOOD INSTALLATION ANCHOR s8 SCREWBYOTHERS TWO BY WOOD BY OTHERS CAULK BETWEEN T% HOOK STRIP L SHEATHING SLIDING GLASS DOOR _ I i SHIM AS REO'D. , HOOK STRIP 1-1/S' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) 1/4' MAX. SHIM SPACE TEMPERED GLASS T YP.) PERIMETER . CAULK BY OTHERS ro - S. DOOR HEIGHT SECTION B-B o tow,4 rz yDERS _ I , A u u / SLIDING, GLASS. DOOR FRAME ? B SILL i11, I EMBEDMENT EXTERIOR. ELEVATION D A d A 1-1/4' MIN. 2 PANEL DOOR SHOWN A V V LIBERALLY APPLY CAULKI•^G UNDER SILL DR SET SILL IN BED 'INSTALLATION ANCHOR OF -CONCRETE 3/16' DIA. TA CON. . SECTION A -A F 1.2002 SEE NOTES) INSTALLATION ANCHOR. .Mirt BB SCREW 7SHEATHI.G EMBEDMENT- CAULK BETWEEN DOOR FLANGE SHEATHING By OTHERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO (TYP.) STUCCO OR SIDINGORSIDING - - -- BY :OTHERS - BY OTHERS SLIDING GLASS DOOR INTERLOCK - HOOK STRIP DETAIL MTEI) OOCRINSTALLATION SCREV ALLOY 6063.. -. 21 49 INSTALLATION OQ& .TA MUST BE Cli StALLATINT LENGTH TO KILL M MIN. EMBEDMENTSUFFICIENTFICIE .INTOLENGTH T .TACHIEVEYMI INMBEDM N7 1-1/R$ AT. SILL MUST BE OFTUFFICIEN7LENGTHTOACHIEVEMIN. EnBEDHEw7 lY-1-1/s' INTONASONRr OR CONCRETE. -'- '-"-'- J) INSTALLATION ANCHOR CHART ON HACK OF THIS SHEET. - : -' - " uUSEIILICON12EDACRYLICCAULKBEHINDDOORFLANGE -A HEAD L JAMBS. _ S) USE SILICONIZED ACRYLIC CAULK FCYR PERIMETER SEAL AROLwD EXTERIOR OF DOOR. '- - 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR TIC APPROPRIATE DESIGN' PRESSURE. RE70. 7). FOR POCKET DOM SIZES USE.CLOSEST BYPASS DOOR. SIZ_ L CONFIGURATION TO FINISHED OPENING PLACE INSTALLATION ANCHORS, IN FRONT OF HG3K STRIP 7AS SHOWN - . B) GLASS. TMICKNESS MAY VARY PER REDUIREMENTS IF AS7N C1300 GLASS CHARTS 9) DOOR UNIT IS APPROVED USING TCMPERCD, GLASS IN SINGLE GLAZED OR- INSULA7ING GLASS. 10) JAMB / SILL CORNERS APE TO BE SEALED WITH A SMALL JOINT:SCAM SEALER" - - 11) SHIM AS REO'D.. AT EA SET D< INSTALLATION ANCHDRi MAX. ALLOWABLE SHIM STACK. TO BE 1/4'. 12) ALL INSTALLATION AtG _QS MUST BE MACE OF CORROSION RESISTANT MATERIALS _ 13) WHERE 'X' REPRESENTS )KING PANEL AND •0' REPRESENTS FIXED PANEL APPROVED. COWIGURATIONSAREASLISTEDON. ANCHOR CHART ON BACK OFF- THIS -SHEET. .. Is> NOT ALL CONFIGURATIONS LISTED ABOVE ARC S 3WN ON THIS DRAWING."MOWEVER INSTALLATION - SECTION/ 'A-P', '8-8' L HOOK STRIP DETAIL APOLY TO INSTALLATION OF ALL APPROVED CD` r GURATIOnS. _ 13) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN THIS PRINT ALSO APPLIES TO 2000SERIES. AND 500'SERIES.... -.. .._. _... .. _.. _ DESCRIPTION I DATE I INI EXTRUDERS rL K I D A, INT INC SANFORD F.L. TITLE: SLIDING GLASS,. DOOR INSTALLATION' WITH #8 SCREWS -- DRAWN BY: aB- .. APPROVED BY: ATE: 12/17/01 !SCALE: NTS JDWG VLEX0021 :SHT 1 OF e.... en.. e. rferfu V]Ae AAl_Ae4.AY. TAA ART-Roy-0046 1000 P.W./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS III I —I x z x I/s. TUBE NULIION SEALANT I WINDOW n i MULLION SEALANT BETVEEJ WINDOW FLANGES t MULLION U #8 X 3/4 SELF 1000 Sj.L TAPPING SMS. HEAD (TYPJ SEALANT BE:TVEEN WINDOW FLANGES SECTION A -A (1) i MULLION - r 1000 P.W./DESIGNERSILL (TYPJ 8 X 3/4 SELF TAPPING SMS1 X 2 7/16 X 1/8 4Vj T TUBE MULLION SEALANT BETWEEN WINDOW FLANGES - MULLION 8 X 3/4 SELF1__ 1000 SlL TAPPING SMS HEAD (TYPJ' SEALANT-BETVEEN SECTION A -A (3) WINDOW .FLAANGES i MULLION 1000 P.WDESIGNER 'SEALANT BETWEEN SILL (TYPJ WINDOW FLANGES ULLiMULLION 8 X 3/4 SELF TAPPING SMS 1 X 4.X 1/8 TUBE MULLION 18 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A -A (5) 1000 P.W./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS mu 11 1X 2X3/8 TUBE MULLION 8 X 3/4 SELF L_ 1000 .S.H. - TAPPING SMS HEAD (TYP.) SECTION A -A (2) 1000.P.W./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX27/16X TUBE MULLION SEALANT BETWEEN VINDOV FLANGE L MULLION . APPLIES TO HEAD & SILL WHERE 1" X 4" 2' X 4" TUBE MULLIONS ARE USED AUXILIARY P DETAIL C OMR ADDITIONAL ANCHORS. WHEN REQUIRED) . SHEATHING O_ O INSTALLATION ANCHOR #8 WOOD LLmN, SCREW (TYPJ O EXTERNAL MULLION INSTALLATION CLIP. TWD BY WOOD BUCK BY OTHERS 1000 P.W./DESIGNER SILL (TYPJ - 8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 I ITUBE MULLION 8 X 3/4 SELF U 1000 S.H. TAPPING SMS \\ HEAD (TYPJ `#8 X 3/4 SELF TAPPING SMS DFTAII r SECTION A -A (4) 1000 S.H. P.W./DESIGNER HEAD (TYPJ SILL (TYPJ SECTION A —ASILL a SELF p • MS I X4 X 3/8 A •®• TUBEMULLIgM{I`_NTYL 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TTPJ SECTION A -A (6) M 2f= r 2002 MULLION -. APPLIES TO MEAD & SILL WHERE i'_X 2" 1" X 2 7/16". TUBE MULUONS ARE USED ET DETAIL8 SHEATH" mINSTALLATION ANCHOR 8 WOOD_ SCREW TYP.) FORK. CLIP L1 1/8, MIN. EMBEDMENT' I 1 1/81 MIN. IIIEMBEDMENT- I- FLORIDA EXTRUDERS INTERNATIONAL,Ixc SANFORD. FLORIDA 1ITLE: SER. 1000/1500 FIN SHEET I 'OF'2 TRIPLE HORIZONTAL MULLION SECTIONS ' SEE OTHER SIDE (SHEET 2 'OF _2). FOR " DESIGN PRESSURE CAPACITIES _ DRAWN BY: M S HAPPROVED BY; DATE: 2/6/02 SCALE:NTS 7- DWG•: 1HMFINTR SEALANT BETWEEN WINDOW FLANGES a MULLION 1000 P,W./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT VINDOV F a MULLIO 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN WINDOW FLANGES SECTION A —A (1 ) a MULLION 1000 P.W./DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMSI X 2 7/16 X 1/8 TUBE MULLION SEALANT-BE' LvlNnavF7.A a MULLION 1000 P.W./DESIGNER TYPICAL MUWON TO CONCR'TE O JAMB rSILL W/D (APPLIES TO JAMB WHERE 1- X 4' DETAIL k 2' X 4' TUBE MUWONS ARE USED) Q . IJ3/4 SELF G SMS CONCRETE OR MASONRYBYOTHERS INSTALLATION ANCHOR 3/16' IA. I X 2 X 3/8 TAPCON SCREW ANCHOR (TYP.) TUBE MULLION EXTERNAL MULLIONItTffAOP; l ONE BY WOODINSTALLATION 0.D' CENTRAL FLOIRMA B.O.A.F. BUCK BY OTHERS MANUACTURM NAM: 8 X 3/4 SELF busTER Fim MULLION 1000 S.H. TAPPING SMS HEAD CTYPJ SECTION A —A (2) 1000 P.W./DESIGNER 1000 P.W./DESIGNER r SILL (TYP.) SILL (TYP.) 8 X 3/4 SELF #8 X 3/4 SELF TAPPINGSMS1X27/16 X 3/8 TAPPING SMS TUBE MULLION 21 4 X 3/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGE - a MULLION 8 X 3/4 SELF 1000 S.H. TAPPING SMS 8 X 3/4 SELF IOOO. S.H. TAPPING SMSLilli HEADCTYPJHEAD <TYP:7 SEALANT BETWEEN SECTION A —A (3) SECTION A —A (4) - 8 X 3/4 SELF WINDOWFLANGES _ _ _ . _ . a MULLION 1000 P W./DESIGNER SEALANT BETWEEN rSILL (TYPJ WINDOW FLANGES 1000 P.W./DESIGNER _ SILL CTYPJ TAPPING SMS 1000 S.H. HEAD RYPJ LION8X3/4 SELF a N0. - 8 X 3/4 SELF TAPPING SNS 1X4X 1/8 f TAPPING IS 1 X 4 X 3/8 TUBE MULLION SECTION A —A (7) 7119 TUBE MULLION I 8 X 3/4 SELF. TAPPING. SMS 8 X 3/4 SELF TAPPING SMS 1000S.H q a2( 1000SAHEAD ( TYPJ SECTION A —A (5) HEAD CTYP.I SECTION A —A (6) _.-_ 1 9 1000 P.W./DESIGNER 1000 P.W./DESIGNER APPLIES TO HEAD do SILL WHERE 1" X 4" SILL .(TYP.) SILL <TYP.) AUXILIARY PLATE 2' X 4" TUBE MULLIONS ARE USED ' FOR ADDITIONAL ANCHORS; WHEN RMIREDI 8 X 3/4 SELF #8 X 3/4 SELF DETAIL C. TAPPING SMS TAPPING SMS SHEATHING 1X2X1/8 1.X2X3/8 10 TUBE MULLION TUBE MULLION O SEALANT BETWEEN INSTALLATION ANCHOR #8 WOOD WINDOW FLANGES MuutON / SCREW (TYP.) t MULLION _ EXTERNAL MULLION.- TWO BY, WOOD A a -- INST LL TION CLIP SEALANT s TvEEH p BUCK BY OTHERS WINDOV FLANGES #8 X 3/4 SELF #8 X 3/4 SE a.1 . p ^ TAPPING SMS TAPPING SMS L. — 6 MULLION 1000 S.H. 1000 S.H — HEAD (TYP.) HEAD (TYP.) MANU AICi' REa VA , MULLION SEALANT BETWEENSECTLON A —A (Z) - vB1DOV FLANGES SECTION A - (1 a MULLIONDETAIL 11 1000 P.W./DESIGNER 1000 P.W./DESIGNER MASTER FwSILL (TYP.) 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FLORMA TITS: SER. 1000/ 1500 FIN " SHEET 1 -OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET OF > -: 2 2 ,.; FORDESIGN PRESSURE. CAPACITIES '.. DRAWN BY: MSH APPROVED -BY: DATE:2/6/ 02 I SCALE: NTS DWG.: 1 HMF I N C 000 P.V./DESIGNER S'%L (TYP.) 9 X ?/4 SELF TAPPING SMS X _ x 1 IF. UvG MULL__N SEA_A.N 3ETVE`_N L;.Nn-Cw FLANGES' L M:.LuN SEA ANi -TVEEN _ V.N FLANGES \—"RE' X 3iC S= S Y.'JL_ICr: 00 ".H.,TAaciN: SMS HFAL. (; YR.) SEALA:+T EETV_EN iWINZOWFLANGESSECTION . A —A ? I OCO P.W./DESIGNER SILL (TYP.) e X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETVEEN WIN]_W FLANGES- MULLICN x8 X V4 SELF 100^u H.- TAPPING SMS HEAD (TYP.) SEALANT BETVEEN SECTION A -.A (31 41ND0\! FIANCES L ML';.LI7N r MO P.W./DESIGNER cCALANT BETVEEN j SII_!_ (TYP.) WINDOW=LANGES - 08 X 3/4 SELF 1 ML'LLiCN TAPPiNG SMS X 4 X lie nnl-.IiICII-1 / IUEL MLLLII.IN F- IOCO P,W DESIGNER - TYPiCAL MULUCN TO CONCR i E OH JAMA j SILL (TYP.) 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EMBEDMENT aMULLION8 X 1-1/2 SELF SECTION A -A (7) SHEArHIK TAPPING SMS DETAIL C SECTION A —A (4) VOpD fRAMDIG AUXILIARY PLATE FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) TUBEMULLION./•. c y1 i$•QYe Uy6JA A A 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME V#8 a MULLION a MULLION SELF -. X11/2 SELF TAPPING SMS TAPPING-SMS SECTION A - A (5) SECTION A —A (6) 8 SELF TAPPING \ SMS (TYPJ — DETAIL B MULLION ELEVATION O VIEWED FROMEXTERIORFLORIDAEXTRUDERS FLORIDA Tr=:SER. 1000/1500 FIN SHEET. 1 OF 2 VERTICAL MULLION SECTIONS - SEE GHR( CATOS 2)` FOR INPRESSUEPACII DRAWN BY: MSH APPROVED BY: DATE:2/6/02 SCALE:NTS DWG.: 1VMFIN iy x 2 x laoe S.K. JAN- C TYF',) e x 1/2 SELFTAPP;riG sm-z e MJL_IGNn APP•N_ SMS S_CTIOn A —A I ; x ii 7/t6 X :.0 C TU.: ML'LLiuN JAM? (TY?) ! 100C SK -IJAM- (TYP.) 1 1 x 2 x 3/ 8 TUE= MULLION e x 1/2 SELF A?FiNG SMS a/YrrSELF 7App,1-: SMS 1- C7i0l,' A -A (L i r i X _ 7/16 x 3/5 1?0^ S.H. -1 YUE Mu -LION JAM- CTY?.) 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OP_ _..2 VER,T I CAL MUL L I ON . NT HER I ZENTA AN BESEALANTBETW-NEEN - AL 7V ! SEE OTHER S I L c S!-+EET2.. OP 2) SCr iJR WiNLOW FLANUES LIN+%W'F X I-/2 SEL ANTS #8 1'- .. L NL^ t WN a MU t N DES,1. GN.. PRESSURE CAPACITIES ESa X 1-1/2 SELF TAP=ING sr. TAPPING SMS IOC J 2f vDRAWN BY:MSH APPROVED BY: DATE: 2/G / 02 ISCAL&INTS I DWG.: I Vtli'HMr LG 3/ SEALANT BETWEEN APPLIES TO HEAD & SILL WHERE 1 ' X 4' WINDOW RANGES L MULLION TE 2' X 4' TUBE MULLIONS ARE USEDAIC 2000 P.V./DESIGNER IGNER - HEN REOUIRED) SILL (TYPa 8 X 3/4 SELF X 3/4 SELF SHEATHINGTAPPINGSMSPINGSMSF3/. IX27/16X1/81X27/16X_ TUBE MULLIONTUBE MULLION INSTALLATION ANCHOR #8 WOOD4TAISEALANTBETWEESCREW (TYPa. WINDOW FLANGES L MULLION'.. EXTERNAL -MULLION BY WOOD INSTALLATIONS CLIPTWO BUCK BY -OTHERS 8 X 3/4 SELF8 X 3/4 SELF1000S.H. TAPPING SMS.. TAPPING SMS HEAD CTYPJ HEAD (TYPJ 2000 P.W./DESIGNER MULLION SECTION A —A (1) SECTION A —A (2) SILL (TYPa APPLIES TO HERO t SILL WFIERE I' X 2' x I' x z 7/I67 TUBE uuwoNs ARE USEDAiDET# 8 X 3/4 SELF TAPPING SMS scAr wc 2,X 4 X 3/8 TUBE MULLION INSTALLATION ANCHOR Q . ®.t'..•• CTYPVOOD SCREv rao SEALANT BETWEEN HORIZ CLIP. 7• lv •., WINDOW FLANGE L MULLION Li 1/8' MIN. 7gj D s ZED U EMBEDMENT t I/e MIN. y{ EMBEDMENT SEALANT BETWEEN SEALANT SELF 1WINDOWFLANGESMULLFLANGES - L MULLIONLMU6MULLION TAPPING SMS _ L_ A IGNER 1000 S.H. - 2000 P.W./DESIGNER HEAD (TYPa X 3/4 SELF SILL (TYPa SECTION A —A (5) j PING SMS 8 X 3/4 SELF TAPPING SMS 1X4X1/8 1 X 4X3/8. TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS RNAT'ONAL lNc41000SANFORD, FLORIDA T=:SER. 2000 F.IN SHEET 1,OF..2, _ e; Tit't f- HORIZONTAL MULLION SECTIONSRIPcF - SEE OTHER SIDE ( SHEET 2. F.- 2) FORX3/a.. sELF PPING SMS - - TAX 3/a SELF TAPPING SMS DESIGN .' PRESSUR& CARAC I T I ES1000S.H. HEAD <TYPJ _.. _. HEAD (TYPa j EB 2002 DRAWN BY: MSH' °. APPROVED By. SECTION A —A (3) SECTION A —A (4) DATE:2/6/02 SCALE: NTS DWG.:' 2HMFINTR SEALANT BETWEEN VINDOV FLANGES— L MULLION 2000 P.V./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX27/16X1/8" TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION . 8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (1) CENTRAL A` ,aERF TYPICAL MULLION TO CONCRETE ® JAMB APPLES TO JAM8 WHERE 1' X 4". ET-D AIL 8 do 2' X 47 TUBE MULIJONS ARE USED) Q 2000 P.V,/DESIGNER SIII (TYPJ CONCRETE OR MASONRY8X3/4 SELF BY OTHERS TAPPING SMS I X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DIA. TUBE MULLION TAPCON SCREW ANCHOR (TYPJ ONE BY WOOD EXTERNAL: EXTERNAL: MULLION CLIP BUCK BY OTHERS 2000 P.V DESIGNER MULLION 8 X 3/4 SELF 2000 S.H. TAPPING SMS SILL (TYPJ . HEAD (TYPJ 8.X 3/4 SELF . SECTION A —A (2) fTAPPING SMS 2X4X3/8. TUBE MULLION Q SEALANT BETWEEN 4 MIN. VINDOW FLANGE EMBEDMENT."_ L MULLION A SEALANT BETWEEN VINDOW FLANGES L MULLION TAPPING SMS 2000 S.M. 2000 P.V./DESIGNER = 2000 P.V./DESIGNER HEAD (TYPJ' TSILL YPJ SILL.<TYPJ SECTION A -A (5) 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS MS v 1X4X1/8 X4X3/8 TUBE MULLIONUBE MULLION ELEVATION , VIEWED _ FROM EXTERIOR SEALANT 'BETVEEN'.. 2p—TAPPING FI QRID 'EXTRUDERS ORMAVINMVFLANGESSSAANFORD, FLMULLION...... T=: SER, ;20QQ;:ELANGE -SHEET, 1©F;2_. TRIP.LE. HOR I_ZONTAL.MULL ION ,,SECT_,IONS 8 X 3/4 SELF TAPPING SMS .. 4 SELF SMSSEEvv THER SIDE (SHEET 2 OF .2) FOR2000S.H: .. HEAD (TYPa HEAD (TYPJ DESIGN : `PRESSURE'= EAPAGI T I ES SECTION A -A (3) SECTION A (4) nRAwx aY: MSH APPROl892? 9 2000 S.H. JAMB (TYP.) SEALANT BETWEEN .. VINBOV FLANGES L'MULLIDN 1 X 2 7/16 X 1/8 2000 S.H. TUBE MULLION JAMB (TYPJ DETAIL i X 2 7/16 X 3/8 TYPICAL VERTICAL- TO HORIZONTAL MULLION TO MULLION TUBE MULLION 1X OR 2X MULL 6 X 1/2 SELF #8 X 1/2 SELF INSTALLATION SCREW I TAPPING SMS TAPPING SMS INTERNAL CLIP 2..X 4.X 3/8 TUBE MULLION SEALANT :110VEEN #8 X 11/2 SELF 2000 S.M.-- VINDOW FLANGES_ TAPPING-SMS JAMB (TYPJ L MULLION _ ... .: .. _ a x 1-1/2 SELF 1X R : 2X. MULL TAPPING SMS,- . DETAIL 8 X 1/2 SELF SECTION A —A (1) SECTION A -A (2) TAPPING SMS 3/16ALl TIDAPCCN - SCREV ANCHOR (TYPJ 1X4X1/8 /' 1 X 4 X 3/8 SILL CLIP II II / TUBE MULLION / TUBE MULLION - -- - Q - 8 SEALANT BETWEEN WINDOW FLANGES L MULLION AUXILIARY PLATE A 'B" -; A.F- CFOR ADDITIONAL NCNORS. VHEN REWIRED) Lir'`F s JLL1n ! AIL C O APPLIES TO HEAD. & SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED II p ANUFA, " OF iR NAME*- SHEATHING ... F,A/e/oA FX rR ()D 0 0 INSTAILATION ANCHOR #8 VppD SCREW (TYP-) 2000 P.V./DESIGNER 2000 P.W./DESIGNER SILL (TYP.) SILL '(TYPJ 8 X 3/4 SELF #8 X 3/4 SELF EXTERNAL MULLION TAPPING SMS; TAPPING SMS INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS_ 1 X 2 7/16-X.1/8 1 X'2.7/16 X 3/8 — TUBE MULLION TUBE MULLION MULLION SEALANT BETWEEN - - VINDOv FLANGES L MULLION 7 DETAIL- 17 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN VINDOV FLANGES WINDOW FLANGES L.MULLMN L MULLION 2000 P.V./DESIGNER SILL (TYP.) a X 3/4 SELF TAPPING SMS I X 4 X 1/8 - TUBE MULLION 8 X 3/4 SELF 0 S .H.. TAPPING SMS100S HEAD ( TYP.) , SECTION A ---!A (3) 2000 P.W./DESIGNER DEYAtl SILL ( TYP.) 8 X 3/4 SELF 1000 S.H. TAPPING SMS #B X 3/4 SELF l _ A HEAD ( TYP.)TAPPING SMS 2 X 4 X. 3/8 SECTION A —A (2) TUBE MULLION 1 1/8' MIN EMBEDMEN EI- EVATION SEALANT BETWEEN - - " VIEWED' FROM EXTERIOR WINDOWFLANGE . - - LMULLION APPLIES TO HEAD. &•.SILL WHERE I" X 2' i ..X .. 2 7 16'-.TUBE- MULLIONS ARE USED INSTALLATION ANCHOR a8 VOOD SCREW TYPJ 2000 P. W./DESIGNER #8 X 3/4 SELF HORtz CLIP SILL (TYP.) - TAPPING SMS 8 X 3/4 SELF TAPPING SMS — 3000 S.H. SECTION A —A (S) I ve' MIN 1 X4X3/8 HEAD (TYP.) EMBEDMENT TUBE MULLION FLORIDA EXTRUDERS oRD. FLLOR INC. SER. 2000. FIN SHEET 11-OF _2 TWIN HORIZONTAL MULLION SEC-TIONS SEE THEM SIDE CSHEET,.2.OF_2)..FOR . a .x a/a SELF TAPPING SMS' 1000 S.H. HEAD (TYP.) f' E6 2iV DESIGN PRESSURE. CAPACITIES.__ DRAWN HY. MSH APPROVED Jxr r SECTION A — A (4) DATE:2/6/02 SCALE: NTS. °-'. DWG.:—. 2HMF INTW SEALANT BETWEEN WINDOW FLANGES- L MILLION TYPICAL MULLION TO CONCRETE m JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL. B do 2' X 4- TUBE MUUJONS ARE USED) _ Q 2000 P.V./DESIGNER ' 2000 P.W./DESIGNER L— SILL (TYP.) 1 SILL (TYPJ 8 X 3/4 SELF / #8 X 3/4 SELF. TAPPING SMS TAPPING SMS I X 2 7/16.X 1/8 1 X 2 7/16 X 3/E TUBE MULLIONTUBE MULLION SEALANT BETWEEN WINDOW FLANGES. ... L MULLMN 8 X 3/4 SELF #8 X 3/4 SELF 2000 S.H. TAPPING SMS 2000 S.H. TAPPING SMS 1 HEAD (TYPJ HEAD (TYPJ,_.. SECTION A -A (1) SECTION A —A: (2) SEALANT BETWEEN WEN OW FLANGE L N1K I MN n l.,+ R'. 1Tl T1,T..:r.,..T p..-.q.--pr A... 14,1t',`.19 L.18 'l LL WIl1ER 1VATAE• . FGvil/D,a .rrn y 2S SEALANT BETWEEN . WINDOW FLANGES L MULLION 2000 P.W./DESIGNER 2000 P.W./DESIGNER SILL (TYPJ SILL (TYP.) 8 XL 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 X 1/8 1 X -4 X 3/8 TUBE MULLION `TUBE MULLION SEALANT BETWEEtEWINDOWFLANGESMJLLIDN.... :.---] . 8 X 3/4 SELF \—#8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 S.H. 2000 S.H. HEAD (TYPJ HEAD (TYPJ SECTION A -A' (3) SECTION A —A (4) . q(' AUXILIARY PLATE ffOR ADDfTMK L ARCH=. WHEN REOWRED) DETAIL C CENTRAL FLORIDA B. ®. A.1r . MAMNAICT R NAM: o 0 FG oRi g ,b7fl vD S — — SEALANT BETWEEN F.le7 i FM# 7 Mu1.IDM WINDOW FLANGES L MULLION 0 2000 P.V DESIGNER 2000 P.V /DESIGNER SILL (TYPJ SILL (TYPJ 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS, I X 2 7/16 X 1/8 - 1 X a 7/16..X 3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN .. WINDOW FLANGES 8 X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TYP.) SECTION A -A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION a MULLION 2000 P.W./DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS 1X4X1/9 TUBE MULLION X.3/4 SELF 1000 'S.H. TAPPING..SMS . HEAD (TYPJ, . 8 X 3/4 SELF l000 S.H. ITAPPING SMS HEAD.(TYP.) SECTION. A —A (2) SEALANT BETWEEN WINDOW FLANGE L MULLION.:- - 2000 P.V DESIGNER \ SILL (TYPJ 8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 TUBE MULLION 7"',. X 3/4 SELF PPING SMS HEAD (TYPJ SECTION A —A (4) TWO BY WOOD BUCK BY OTHERS APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING yETnti C r-- A L_ A 8 X 3/4 SEtr- TAPPING SMS / / 2 X 4 X 3/6 /..: TUBE MULLION 1MIN. _ EMBEDMENT ELEVATION,' VIEWED FROM: EXTERIOR DETAIL @. APPLIES 2 7/16-. TUBE.- HEAD UIWNS ARE: USED. SECTION A -A (5) LA . . 9 -VDWOOD. SSCCRREWQYPJMORIZ CLIP- 8 X V4 SELF TAPPING SMS 1000 S. H. - ' - HEAD (TYPJ EMBEDMENT FLORIDA _ EXTRUDERS_ nMRD° oA IULE: SER 2000 FIN SHEET A ..OF.,2 _ HORIZONTAL'MULLION SECTIONS SEE OTHER S I DE ( SHEET 2:.OF... 2) .FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH j APPROVED BY: DATE:2/6/ 02 SCALE:NTS - DWG.: -2HMFI.Nj 2000 P.V./ DESIGNER SILL (TYP) TYPICAL MULLION TO CONCRETE 0 JAMS APPLIES TO JAMB WHERE l' X 4* DETAIL a, P X 4' TUBE MULLIONS ARE USED) SEAL -ANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION MULLION L 2000 P.W./DESIGNER 2000 P.W./DESIGNER SILL (TYPJ SILL (TYP.) 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS /* TAPPING SMS1X 2 7/16 X 3/6 I X 2 7/16 X 1/8 TUBE MULLION TUBE MULLION 8 X 3/4 SELF X3/4 SELF 2000 S.H. TAPPING SMS 2000 SX TAPPING SMS HEAD (TYP.) HEAD (TYPJ SECTION A -A (1) SECTION A -A (2) SEALANT BETWEEN WINDOW FLANGE L MULLION 0. 'Fv CBNTFL WLXCT v SEALANT BETWEEN n ..SEALANT., BETWEEN WINDOW FLANGES WINDOW. FLANGES L MLXL113N t, KLL.LION 2000 P.V./DESIGNER 2000 P.W./DESIGNER SILL ( TYP.) SILL :P.) 8 X 3/4 SELF #6 X 3/4 SELF TAPPING SMS TAPPING SMS L MULLION 2- C 0SILL I X 4.X 1/8 1 X 4. X 3/6 TUBE MULLION TUBE MULLION X 3/4 SELF —#B X 3/4 SELF TAPPING SMS TAPPING SMS 2000S. H. HEAD ( TYP.) HEAD (TYP SECTION A4LU3 SECTION A -A (4) dy TWO BY WOOD _ BUCK BY OTHERS DETAIL C 1 1/8' MIN. ,. EMBEDMENT 2000 S.H. 2000 S.H. I X 2 7/16 X 1/8JAMB (TYP.) JAMB (TYPJ 1 X 2 7/16 X 3/8 TUBE, MULLION TUBE MULLION. 2 X 4 X 3%8 TUBE MULLION SHEATHING 8 X 1/2 SELF - 8 X 1/2 SELF INSTALLATION ANCHOR #8 WOODTAPPINGSMSTAPPING,SMS SCREW (TYP.) EXTERNAL MULLION. INSTALLATION CLIP 2000 SJi MULLION JAMB (TYP.) APPLIES TO.:HEAD & SILL WHERE 1" X 4' 2' X 4" TUBE MULLIONS ARE USED SEALANT BETWEEN SEALANTBETWEEN 48 X 1/2 SELF APPLIES TO HEAD k. SILL WHERE 1' X 2' VINDOVFRAMEWINDOWFRAMETAPPINGSMSdo1" X 2-7/16" TUBE MULLIONS ARE USED LMULLION _.' L MULLION 8 : X 1-1/2 SELF 8.X 1-1/2 SELF INSTALLATION ANCHOR TAPIPING SMS TAPPING SMS O AI B #8 WOOD SCREW SECTION A —A (1) SECTION A —A (2) TYPa 2000 5.H. JAMB ( TYP.) 8 SELF, TAPPING - #8 X 1/2 SEIF SMS CTYPJ-,. `— DETAIL B MULLION TAPPING SMS ELEVATION 0 . VIEWEO', FROM EXTERIOR 4.. Y L RS INTERNATIONAL, I C . FLORIDA =EXTRUDE SANFORD. FLO A 7f. TrrLE:SER 2000 FIN SHEET 1 OF 2 SEALANT BETWEEN SEALANT BETWEEN VERTICAL_ MULEI N S CT,IpNS'.- VIN IV FRAME -WINDOW FRAME. E .. - . SEE OTHER SIDE C SHEET 2 F _2) `F R tMULLION .. L MULLION 't _ I=1i2 SELF... 1.1i2 SELF aXua..x ' -... DESIGN PRESSURE CAP.AC I T I ES TAPPING- SMS. TAPPING. SMS DRAWN BY: MSW "' APPROVED'BY: SECTICDN A —A U3) SECTION A —A (4) "" DATE:2/6/02 scALE: NTS DWG:.: 2VMF IN 8 X 1/2 SELF TAPPING SMS Y - ft as "X I/2 SELF1/2 SELF TAPPING SMS .NG SMS' SEALANT LANCESNVINDOVFLANGES L MULLION #8 SELF T q 3 CFpR_ADDITIOIJAL ANCHORS WHEN REQUIRED) 8 X 1-1/2 SELF H X'1-1/2 SELF SMS'CTYPJ `- DE'TAIL B MULLION TAPPING, SMS TAPPING SMS ELEVATION SECTION A —A (3) "SECTION A -A (4) VIEWED FROM EXTERIOR IS INTERNATI i ONAL, weFLORIlikEXTRUDERS, sAo " I•LoxmA s SER. 2000F_LANGE ; SHEE 1vvlVERTICAL MULL ION•SECTIONS SEE THER'« S:-SnI-UD=RE'E.;CSAHPEAECT; L,_ T2"I;EOSF. 2) FOR DESIGN PRES DRAWN BY:JBH APPRovED$ l2 3 i . nsTr.•?/?/fl? srerc+: AITC