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306 Clydesdale Cir - BR03-001925 (BAKERS CROSSING) (SFR) DOCUMENTS301PERMITADDRESS Clugo"16 UNE i CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR C lkL, / MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # 6 O " 1120*10' DATE %5Z PERMIT DESCRIPTION J1/&Ai J F R PERMIT VALUATION - a-IL ( Lm Z SQUARE FOOTAGE 21 fr 1 A CERTIFICATE OF OCc_`UPANCY / COMPLETION This is to certify that the building located at 306 CLYDESDALE CIR for which permit 03-00001925 has heretofore been issued on 7/22/03 has been completed according to plans and specifications filed in the office of the Build in Official prior to the issuance of said building permit, to wit as f2e_&;d.A&.a_ complies with all the building, plumbing, electri al, zon ng and subdivision regulations ordinances of the City of Sanfo=-d and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: FinaledJll C,o-w Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In ey, Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name D Z Street Signs ;,",. Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES _ 01-APPLCTN FEE -ELECTRIC 8/20 C13 01-APPLCTN FEE -BUILDING 7/22/C3 01-APPLCTN FEE -MECHANIC 8/15/C3 01-APPLCTN FEE -PLUMBING 7/28/C3 02-ENGNG DEVLPMT FEES 7/22/C3 01-FIRE IMPACT - RESIDENT 7/22/C3 01-LIBRARY IMPACT FEE 7/22/C3 01-OPEN SPACE 7/22/C3 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 3 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 306 CLYDESDALE CIR for which permit 03-00001925 has heretofore been issued on 7/22/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT RESID 7/22/C.3 91.93 01-RADON GAS TAX FEE 7/22/C3 12.27 01-ROAD IMPACT'FEES 7/22/C3 847.00 01-RECOVERY FD/CERT. PGM. 7/22/C3 12.28 01-SCHOOL IMPACT FEE 7/22/C3 1384.00 WD YMPACT:SINGLE FAMILY 7/22/C3 650.00 SD IMPACT:SINGLE FAMILY 7/22/C3 1700.00 F4t-F6/(o mlzz OWNER B ILDIN -OFFICIAL / DA r w F UPANC XCERTIFCATECOCC ,, REQUEST FOR FINAL INSPEC AOM I SINGLE FAMILY RESIDENCE**g ; I I DATE: C 3 0303 I I PERMIT IF: 0 _-z> - \c\ aS ADDRESS: Q_ CONTRACTOR: PHONE #: V W O E 1 C C W O mI CL C 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 tilities Fire Zoning DLicensing UUN DI"1'ION S: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR F][NAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \C - a"3 -C13 PERMIT #: o) - 1c\aS ADDRESS: CONTRACTOR: o PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering Public Works Utilities OFire OZoning DLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) J CERTIFCATE OF OCCUPANCY REQUEST FOR Fl[NAL INSPECTION ` SINGLE FAMILY RESIDENCE****_ DATE: • ' „ PERMIT #: o 3. 1C` aS ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ung ining (Fire blic Weerorks 1^')m/'')S I Lonin g 1 Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROG1Z4IVf - Expires December 31, 200: ELEVATION CERTIFICATE Important: Read'the inst'dctions 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 306 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Leg;d Description, etc.) LOT 6, 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): O - ##' - # #.NH" or aa.aa#aa°) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE: RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NiWE B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL R. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202890045 E 4/17195 4/17/95 X 24.6 B10. Indicate the source of the Base Flood Elevation BFE data or base flood depth enterei in 69. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): _ 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, AR/AE, AR/A1-A30, ARIAH, AR/AO 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. Show field measurements and c'atum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? [:]Yes ®No o a) Top of bottom floor (including basement or enclosure) 48. 8 ft.(m) o b) Top of next higher floor RA. ft.(m) Cn o c) Bottom of lowest horizontal structural member (V zones only) NSA . ft.(m) 0 o d) Attached garage (top of slab) 48. 4 f,..(m) E 11 o e) Lowest elevation of machinery and/or equipment w co servicing the building (Describe in a Comments area) A:"—.9 ft(m) E ri o i) Lowest adjacent (finished) grade (LAG) 47.5 fi.(m) z' 0 o g) Highest adjacent (finished) grade (HAG) 47. 9 1(m)0 o h) No. of permanent openings (flood vents) within 1 fL above adjacent grade 0 u i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH.ST q AE.1 ORLANDO FL 32803 SIGNATURE All"kDATE TELEPHONE V. 10/21/03 (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 (Inducting Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. ply Number306CLYDESDALECIRCLE - CrrY STATE ZIP CODE Company NAIC NumberSANFORDFL32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance 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 Et through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft(m) _in.(am) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building Is _ fL(m) _in.(crn) 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,(an) 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 oommunity's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign hen: The statements in Sections A, a C, and E are oared to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by taw or ordinance to administer the conmunity's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data In the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communitymissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF• SURVEY DESCRIPTION (AS FURNISHED) LOT 6, BAKERS CI:OSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA O A=19*51'44" R=75.00' L=26.00' C=25.87' CB=S80.46'34"W LOT 5 NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISIENCIES HAVE BEEN NOTED ON THE SURVEY. IF ANY. PROPOSED ROSE HILL PHASE it LOT 31 LOT 4 50.00' I S89'33'46" 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). LOT 6 o n I6.0'F,OC LLI CV CT) 00N NDo 6 N ONE STORY Un Q o CONCR=TE BLOCK Q o RESIDENCE o V L(7 Q w FINIS-1 FLOOR on Q Z ELEVATION=48.83 Q COVERED ENTRY LOT 7 33- CONCRE tE:• DRIVEWAY" X" CUTFNDINDRIVE a p.,U1111fY EASf!ENt•, A1 WALK IS 9`ql 16.0: "• 1.7 OFF_ WALK IS47.0 4' SIW .'•I.. .. 1.6' OFF o N89'17'34"W 1A 8.01' blt 1 6 65 S89'17'34"E PC 11tfl }y0 9 Sob° 501.18' FIT l 0- TRACT A CLYDESDALE CIRCLE 50' RIGHT OF WAY 24 o c: V U 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-20-03. UNLESS OTHERWISE SHOWN. 1" = 30' GRAPHIC SCALE 0 15 30 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. PC FICIELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA ALEXANDER, GOMEZ AND VANESSA LOPEZ CCLDWELL BANKER MORTGAGE 3. TIME 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 BEEIJ LOCATED EXCEPT AS SHOWN. 5. NOT' VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, I IIAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 140 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON IFIE NORTHERLY LINE OF LOT 6 AS BEING S89'33'46" E PER PLAT. FIELD DATE:) 7-8-03 SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM40137 DRAWN BY: R—I aEu: INAL 10-20-03 CKB ORMBOARD 7/29/03 CK8 1EWSED OESCRIPRON 07/24/03 501 4E7ES & BOUNDS 05/05/03 SO( AODEL CHANGE 4-8-03 JML LOT PLAN 03/11/03 CKB LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 131 4 EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FNP FOUND C/W CONCRETE WALK S/W SIDEWALK CP C014CRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L13#63g} 320 EAST SOL TH STREET, SUITE 180 ORLAVDO. FLORIDA 32801- (407) 426-7979 FND 1/2" IRON ROD A14D CAP NO ID. (10/20/03) FND NAIL AND DISC NO D. (10/20/03) FHU 1/2"IRON ROD AND CAP 0 LB 06393 (10/20/03) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE I. DENOTES ARC LENGTH C.D. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENO IES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE. BLOCK WALL RP RADIUS POINI CHU OVERHEAD UTILITY LINE 10 IDEN I IFHCA TION POL POW T ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO T14E SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. to Z3-o3 FOR THE FIRM WILLIAM R. MU GATE LO JR. PS /4.28 DATE 6—w6-203 7:09AM FROM wna:0'Ya.,..t ..!1(.'r,'/tV'.1Y'e!.KY.Y:/,N....r•1iVi.i:..••:'.\.:. ..':1:..):."::.; .• Permit a : V _3 / l v1 Job A44140: CFTV OF SANFORD PFRNilT APPLICATION Date: 5 Cr Pfif f1plivp y! WAIkt C-e -+t 4 • _______.___ .,.... -- t 1+l.1 f JHIIiN POW ONO 41 WO S Pool _ Permit Typei Building - _ Elcenical • V/ Fire nnklcr/AlarmMechanicalPlumbingp — 5— Addition/Alleral on Change of Soviet Ternporv) Pole _ Eltxtrlc>al: New Service — a of AMPS .5 Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy C-91c. Required) RlumbinQ/ New Commercirl: a of Flztutes 1t ot• Water & Sewer Lincs a of Gas Lines Plumbin/New Res)dentlal: a of Water Closets _ Plurobfae Repair — Rcilden(ral or Commercial Occupancy Type: Residential V' Commercial Industrial Total Square Fout2ke. _ a of Storiti: a of Dwelling Unib: Flood Zoat: , (FEMA form required for other than x) Construction Type, ,_„ - Anach Proo(uf Ownership Ugal DL3cription), Parcel a: Owncn Name & Addreaa: tJ sJ7' Phnne. Contractor ame & Addrets-aLl-.L. jZr f.... , Z 1 _ S tate Lfccnse t'umncr Phone h Fax: L1U " > ' S H 4 Contact Peron: Phunc: L( Bonding Company: Mortgabc Lender. Addras a: .._ Phone. Archits• cUEnginccr: —' Fs A d,l rc a a: _— Application is hereby made to obutn a permit to do the work and installations as indicated. I CMify that no wink or inswllanon has corranenced prior to the issuanceofapermitandthatallworkwillbeperfnrmodtomatstandardsoralllawsregulatingconstructioninthisjurisdiction. I undmand thus scpara permitmustbesecuredforELECTRICALWORK. PLUMBING, SIONS. WEL'-S, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ctc. ou' NFR'S AFFiAAV IT: I oemiry that all orthe foregoing informarion is accurate and dui all work .rill be done in compl,anot with all applicable laws rcguianng constructionandzoning. wARNING TO OWN6K: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMArIT MAY RESULT IN YOUR P•Yf'C' TWICEFORIMPROVEMNTSTOYOURPROPERTY. lF YOU INTEND TO OBTAfN FINANCING, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORe RIiCURDfNO YOUR NOTICE OP COMMENCEMENT NOTICE: In addition to she requirtments of this pa.nit. thert may he additional resmesions applicable to this property t)utl rrvy be found to the pcblic rc:ads of this county, and there may be additional permits required fmm other govcrnmcn&l cnnno Such as wirer m.nogerncn(Jismc«• soft agancies• or tcocni agencies PS 713 Acrx ccprac ofpermit is verirleauon Ih t I will notify the owner of the property t (the requnenunt^orider i Signature ufOwncr/ Agent Date l'Irnalurc of Con"C.... JA CI it Ua< Pant Owner/Agcnl' s Nsme Print Cunrr]elorrAgcnt'\ nc c ( 7 siCnatutc of Nutn• y•$ure of Flnnda Daw Signature of N )'-slate nt FloriJv Dutc ally Known IU Ma UI (.'uwr3e[nr/A^rnl ,> V Ycrernt]dty K110-n IV Mr Pus)n, ` rruduc. d Ir, -- Arl'Ll('A1lU\' AIWI(OV ED IIV' Illdl;: _...... L — tlnmal I)alc) ( Ir.u.,l Y I) C' llniPal & Ihtc) (buual & D; tc) . t, Marie A. Zettlemoyer Y PIV: Commission 9DD221380 Expires: Jul 15, 2007 arM1 P: DondedThru Atlantic Bonding Co.. Inr CUUHTY OF S[MlHOLL MPACT F[E 1TT0l'E7!1::K ISSULD BY CITY OF SANFURD 3TATEIFNT NUMBER 103-75492 DATE: DUILDI 3 PERMIT N9M9 (Cl7Y) COUNTY NUMBER: UNIT ADDRESS: / J_ //- TkAF[3C ZOW -bURISDICTIOX: N. SEC: TWP: RNG: PARCEL: _______________. EiUBDIVISIOX: lRACT: PLAT BOOK: PLAT BOOK PAGE: y. ADDRESS: \_ l`^. 8 r`!(_lA__\, 1-1-1-''-- k L- APPLICANT NArE: __-------------------------------------------------------- ADDRESS:: ................................................... AND USE CAlEGORY: 001 - Single Family Detached House i TYPE US[: ||enideolial WORK DESCRIPTION: Single Family House: Detached - Conntructio:-1 4----------------------------------------------------'---.---_' L BENEFIT RATE FEE UNIT RATE PER 0 & TYPE TOTAU DUE TYPE DIST SCPEDULE DESC. UNIT OF UNITS RWADS h!:T[RIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROA0S COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRORY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 110001S CO -WIDE O dwl unit $1,394.00 1 $ 1,384.00 AMOUNT a 2,285.0O SlAl' EHl' '` R[C[" y[ D BY:: m | SIGNATURE: --- L PLEASE PRIHT NAM[) DAT[c NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. =4! DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUXT), NOT[77:( RCO C ARE ADVISED THnT THIS IS A STATEMENT OF FEES WHIC\ ARE LUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PFRMIT. RBON] ARE ALSO ADVISED THAT ANY RIGHTS OF THE AnPLICANT, OR OWNER, TO APPEAL THE CILCULATIOpS OF THE ROAD, LIBRARY SYSTEM AND/OR DUCATI0NA'- (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILIN(3 A WRI7TEN RE[UEST WITHIN 45 CALENDAR DAYS OF 7HE RECEIVING 3IGUATJR[ DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY O3 CCUPANCY. THE REOUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE C(/UK|[Y LA!,!D DEVELOPMENT CODE. COPIES OF THE RULES GOVERNIN3 AQPEA'-S MAY PE PICpED UP, OR REC[ESTED, FROM THE PLAN I1PLEMENTATION OFFICE: 110i EAST FIRST STREET, SAqFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SAKFCRD lX/lL0IAS D[PARTM[HT J(x) '101*."Il| PARK wAN[]KD. rL 32771 PAYMENT SEOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEPEK[[ THE OTAT[MEN7 NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOF' L[T OF THE HUTlC[. TVTTHIS STATEMENT IS VALID ONLY IN CUIJUXCTION WITH ISSUANCE OF AWN):, FAMILY BUILDING R. D—lom.d e June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. D Z2 -1 1 for the following work: Construction of a SFR on Lot 6, Bakers Crossing Phase 2, 306 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 1 1I Roger Dixon, City Manager The Owner hereby agrees to disclose thEt contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: l , VY/v Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is personally known tome or who produced their Florida State Identification. EAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 My COMMISSION EXP. JULY 26,2006 Notary Signature Notary Stamp 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 l IIII !I III 11111111111111111111111111111111111111111111111111 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Hortont Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04849 PG 1299 CLERK'S # 2003094265 RECORDED 06/04/2003 IM 10t06 AM RECORDING FEES 6.00 RECORDED BY L McKinley RECORD AND RETURN TO: CEWIFIED COPY MARYANNE MD.R. Horton Inc. ONE 6250 Hazeltine National Drive, Ste.: 102 CLERK OF CIRCUIT COU Orlando, Florida 32822 6EM=)!, p XV tTv r KNOTICEOFCOMMENCEMENT I)of Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in . .A 4 eU" with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: N Lot(s) 6, 8, 14, 15 & 16 Bakers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Z)Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(I)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(I)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: G/ I' is stant ecretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoin instrument was acknowledged before me this 4 day of 7"—" 2003byRobertA. awson Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on behalf o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL ! PATRICIA COULTON NOTARY PUBLIC STATF OF FLORIDACOMMISSIONNO. DDt34330 P,tY COMMISS!OW,F-X•P,;,ULY 26,2106 . Car i azure Notary Seal 1 D. R. HORTO.[1 HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # l' P2 SUBDIVISION: BAKERS CROSSING ADDRESS FzOv BUILDING APPLICATION iPOWER OF ATTORNL'Y 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY C'ALCS MANUAL ]/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT vl Sri Ue, C)le,/ J CITY OF SANFORD PERMIT APPLICATION-,,- > t Permit # : C I ` (j Date: Job Address: ': C 1 ) G Gad e- Description of World: c Historic District: Zoning: Value of Work: S D Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial Industrial _ Total Square Footage: -" C.SS Construction Type..: & OC-. -# of Stories: I # of Dwelling Units: k— Flood Zone: (FEMA form required for other than X) Parcel # Attach Proof of Ownership & Legal Description) Owners Name & Address: )-R - \` )t i I . lc c k" .-,,I _ ,- 1VZ IJK N:(J' ` r Phone: Contractor Name &` Address: \Ca \-n ' `• Lru-to L`XJ ) '1 tJA' l;c' tt-l i%. -71 State License Number: P Phone & Fax:A L ICt t - Eta ``>' C Contact Person: f tlt t L ii))( Phone: Bonding Company: Ni' Address: Mortgage Lender: I"SrP, Address: _ Architect/Engineer: Address: e'e-' I PhoneAO-ni 1 7714, -, 6-- ID 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 cornujell rcci 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 laver, rr.gulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI f 1N 1110UR.FAVING 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. Acceptance of pe t is v cat on th t I %k II notify the owner of the property of the requiremeit of Florida Lie w, FS%13. Aji- Signature bf Age Date 'niWof Contractor/Agent Date Print O r/ get 's Na Print C /.agent's Name a u e of Notary -State of Florida Date _ turc of Notary -State of Flori Date OFF17ATRICIA COUOFFICIA(p4-IA CQU TON IF Owner/A (DriALslrtNVoLFContract [/;;Ln tY VUBLI o `A° I'rod ccdIICO )MISSI Prc tt.ek OM.. , _ 1 _ COMMtSSION- N0-DD134 MYC MY COMMISSION EXP. IULY 26,2006 APPLICATION AITk0VIiD BY: Bldg: Zoning: _ Chillies: FD: ttial & Date) (Initial fi Date) (Initial .. Date) (Itrtial & Date. pccia! Conditions: CITY OF SANFOFOBUILDING DIVISION R RESIDENTIALL BUZI.DZNG PERMIT SUBMITTALREQUIREMENTSI. Two (2) recent boundary and building location surveys showing setbacks fromallstructurestopropertylinesforpermitforstructures (not fences) 2 Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: or fill bearin n Foundation plan indicating )ter sizes bar replacementg Nails Provide side view details of these footers with r b. Floor plan indicating interior wall partitions and room identification, room dimensions, dstairs. find/or sizes, smokedetector, location( s),dings decks and Bathroomfixtureand distances from walls are to be. shown. R Note the State of Florida requirements for bath door for compliance of Handicapped Code (F'.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevationheightasperCityEngineeringDepartmentorsubdivisionplat. d. Cross sections of all wall sections to be used In the structure. Bearing non -bearinginterandexterior. Show all components of wall section. c, Framing plan for floor joist:' where conventionally framed. Plan to indicate span, size and species of materials to be used. Engineered trussplanwithdetailsofbracing. Engineered beams for spacing openings to carry and support trusses. g, Stair details with tread anti riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 4 2- S.F. Gnrages/Carports S.F. Porch(s)/ Entry(s) S.F. Patio(s) Conditioned structure -( S.F. Total (Gross Area) 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: n. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fi (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor.. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the Application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie bead's - 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 4:1 By Owner or Authorized Ag nt) I hearby name and a Limited Power Of Attorney int: Craiq Coulton and each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Buildinq Dept. of: C I "U 0 S i For a residential permit for work to be performed at: n Lot # : Subdivision : I'Crass, I 2j- Address: '22SO(- G L(SD L_C C—;,zLL_E , L- 3aa-4-q3 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing in rum nt was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally no n to me. .. State of Florida County &, f Orange Nota i I Public Signa OFFI A i 7R EA1. i PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA i COMMISSION NO. DD134330 MY COMMISSION EXP. MY 26.2006 Notary Seal AP X Q ST C Q N TRQ — Sentricon* Colony Elimination System Pretreatment Plan Agreement Datc of Install : Contract Number SezSocm, dri.. . Quarterly Payment Amount First payment due on the Install Anniversary Datc) Any payment deemed 30 days past due will resultInthecancellationofthisWarrantyandjustify removal of the Sentricon System. PUCHASERS NAME AND ADDRESS CUSTOMERS NAME AND ADDRESS Name Name ``\\------ : address -, k S- \ ,., -X-* koz Address City/State/Zip ' "+ '?' City/State/Zip Phone C Email Phone & Email r, INSTALLATION ADDRESS: U.l i `"-`Sr SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: r-c" JZC DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer t Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and ail applicable recommendations contained In literature provided by DowElanco: 1. install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4. during those years, inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for Q .?aa c er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the areas) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearen(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. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANI- DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES. OFi\IERCHAIVTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. rees It Is the ity f fillerstandsandAg SENSITIVITY/PHYSICAL FACTORS: Customer Occupantsands to consult a lhysiclanaif necessary regarding11anyoaffectathe Property treatiment y or guests, and/or other temporary or permanent pless than twotingnot mnv have and (2)it is their responsibility rto noespiratoryfy pllnillness, orexInlotherconditionthatmay )beaActvatedtor exacerbatedd by the products and or sensitivity concerning odors, dust, pollen, techniques utilized by Apex. GENERAL TERMS AND CONDITIONS13vspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract an apply without exception. 1 • DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM. COMPONENTS.of DowElancousThe Customerthassnohrightslto Anyofthe oftheSentricon 'System (Components) arc and will remain to property odifythecomponentsin any way, other than the right to their use as Components, and the Purchaser may not alter, remove, or m InstalledbyApexontheCustomer's premises under this agreement. OnexpirationorterminationofthisAgreement, Apex and DowElanco or Its representative are authorized by the Customer to retrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection ordiscontinuingtherelationship(note: Conventional "liquid barrier" method of termite control may not offer an effective eAbletoofferadifferentmeans of controlling certain termite Infestations of cerrelationship.); ( )tain structures. In such event Apex imay the CustomerAnd and Apex (Parties) form of termite protection, and therefore may have to discontinue the agree on use of a different form of termite protection, glue 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 totheCustomeranamountequaltothefeepaidforservicesnotyetreceived, and; (5)retrieve, or advise DoivElanco'or Its representativeswheretoretrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. AND/ ORALTERATIONSThisAgreement covers the Stntcturc(s) Identified herein as of the date of the initial Installation. ADDITIONSor otherwisebeingstructurallymodlfled, altered, changed or; (2) to any termitteide being applied on or close to Prior (I) the Structure(s) AL the location of any Statlon, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of balling equipment or supplies occurs, theCustomerwillImmediatelynotifyApexInwriting. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteratlon, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATEDTOSERVICEApexwillexerciseduecarewhile performing any work hereunder In avoidance of damaging any part of theCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time theworkisperformedexceptthosedamagesresultingfromgrossnegligenceonthepartofApex. PAY,ylENT/ 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, ol• any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERAI3ILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuellor materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; ( 1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)nreas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Associatiort or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or Its designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis, and not a class wide basis. Apex shall recover ail fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties and no other representations of statements will be binding on the p;trties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of installation, terminate this Agreement and be relleved of any liabiiity hereunder If Apex determines, in its sole discretion, that It is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately In writing to The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the Identified Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the Inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After this Initial 12 ( twelve) month period, Customer may transfer or assign this Agreement with a S,DT transfer fee payable to Apex within 30 thim,) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St: 7006 Stapolnt Ct. #G 5314 Fauikenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459- 2847 407.858-0540 813-221.2847 800-929- 2847 888-764-2847 877-459.2847 ii i 1 Permit # Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: S 1, I Permit Type: Building ElectricalY.P S 1 Mechanical Pltltnbing, Fire Sprintt kler/Alan Pool Electrical: New Service — # of AMPS Addition/Altcration Change of Service Temporary Pole Mechanical: Residential Non -Residential I Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures of Water &Sewer Lines # of Gas Lines r ; r' 4' 1 Plumbi4New Residential: .# of Water Closets 1 Plumbing Repair — Residential or Commercial i; Occupancy Type: Residential Commercial Industrial _ Total Square Footage: 4; s Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) r; 1 •. Owners Name & Address: 6 r Phone: 4 . ; Contractor, Name & Address: ADVANTAGE , P. O. BOX 620077 State License Number:rF' S 7%a Phone & Fax: OVIEDO, FLORIDA 32762-0 tact Person: Phone: Bonding Company: i'. Address: _ Mortgage Lender: t Address: 11 Architect/Engincer: Address: Phone: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructiodin 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 IAFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. 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. TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requiremen f Flo ' ten Law, FS 713. 03 Signature of Owncr/Agent Date Sig ature of Co Agent Date r cif•, Print Owner/Agent's Name Print Contras or/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID f APPLICATION APPROVED BY: Bldg: Initial & Date) i Special Conditions: Contractor/ Agent is _ Personally Known to Me or ProduccdID Zoning: Utilities: FD: initial & Date) (Initial & Date) (Initial & Date) PLOT PLAN DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANeORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN N00'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 140.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 115.48 FEET; THENCE RUN N89'17'34"W A DISTANCE OF 8.01 FEET TO A POINT OF CURVATURE, SAID CURVE BEING CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE OF 19'51'44", A CHORD BEARING AND DISTANCE OF S80'46'34"W - 25.87 FEET, THENCE RUN ALONG SAID CURVE A DISTANCE OF 26.00 FEET TO THE POINT OF TANGENCY; THENCE RUN N51'23'10"W A DISTANCE OF 20.97 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 106.82 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. PROPOSED NOTE: ROSE HILL PHASE II WE DO NOT ACCEPT RESPONSIBILITY FOR POINT OF BEGINNING S89'33'46"E 140.00' oNO 1n InNa-) O ,— O z PROPOSED ANY ERRORS THAT MAY OCCUR FROM THE OT 3 LOT 4 USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. 50.00' o S89'33'46"E ° 0 w S89'33'46"E FLOOR SLAG(fdVATi 3.38 11 —• ; R w MUST BE 16 r _ F ADJACENT ROAD UN1 N pTHERWISE APPROVED O cc O Z POINT OF COMMENCEMENT N89.34'30'W LOT 25 BAKERS CROSSING PHASPLAT 60PAGES2007K29 PREPARED FOR: D.R. HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' LOT 6 CONTAINS 5773 SQUARE FEET i THIS STRUCTURE CONTAINS 2379 SOUARE FEET t TOTAL CONCRETE 530 SO. FT. t TOTAL SOD 2864 SO. FT. t 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED 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 ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 25, BAKERS CROSSING PHASE 1, AS BEING N89'34'30" W PER PLAT. I'IELD DATE:) SCALE: 1' m 30 FEET APPROVED BY: WRM PROPOSED LOT 6 cS DRAINAGE TYPE A ^ r._._._._._._._. A11y 0' 5.0 40.0' 40.0' PROPOSED PROPOSED " MODEL 1965 'D' LOT 7 FINISHED FLOOR (V 00 ELEVAITON.48.3 o c N Lfi00 O I I" = 30' COVERED GRAPHIC SCALE ENTRANCE O 15 30 5.2' Lam— o u 11Y.EASE-. I N89'17'34"W I N' 8.01' 1O A=19*51'44" 6 6`? 4, Sa9-173,,E /PC R=75.00' 90 %a . d,0 p} soT.18 V/ _ P T L=26.00 GO oew- TRACT A C=25.87UNNAMEDROADWAY CB=S80'46'34"W4l t` 50' RIGHT OF WAY LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH T _ GQ. CENTERLINE Poll POL ON BOUNDARY POINT ON LINE RIGHT OF WAY LINE PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE I PROPOSED DRAINAGE FLOW POC ORPD PANT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT CONCRETE 6 DENOTES DELTA ANGLE PC LB LAND SURVEYING BUSINESS L C.B. DENOTES ARC LENGTH DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTIDN PCPP) PERMANENT CONTROL POINT PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PTTYP DENOTES POINT OF TANGENCYTYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/wS9 CONCRETE WALK SIDEWALK RPR RADIUS POINT RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY NGSO. FT. NATURAL GRADESOUAREFEET ORB OFFICIAL RECORDS BOOK AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 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. JOB NO. ASM40137 DRAWN BY: BOUNDS 05/05/03 SDT CHANGE 4-8-03 JML PLAN 03/11/03 CKB FORTHE FIRM EMORY E. COW, PSM #4403 DATE 1 CAULK BETVEEN o.V CONCRETE OP VOOD BUCK t (BUCK V1DTH) ONE BY VOOD MASONRY OPENING MAS',. OPENINGBUCKByOTHERS1B, OTHERS INS TALLAIION ANCHOR I Br Oi/CP.S am: 9, V000 3/16- DIA. IAPCON CBETVEEN BUCK Br OTHERS Aulr. V( NDOV FLANGE L vOOD BUC• I-I/a' MIN. n EMBEDMENT SHIN AS REO'D. AA RIGID VINYL (-aEE NOTES) GLAZING BEAD B, arm -IRS v INSTALLATION ANCHOF (TYP.) I 3/16' DIA. TAPCO) STUCCO SHIM AS REO'D. BY OTHERS I/ A•MAX CLASS9PERIM-tERQ ISCC NOTES) (TTP.XSEE NOTES) CALKBT. OTHERSfLaAIGE TYPE FLANGE TTPE VI(DOV FRANC VINDOV FRAMEJaM9 CALLK BETVEENHEADER VINDOVFLaNGERIGID VINYL tVOOD EUCGLAZING BEAD L / TTPJ GLASS DOV(TrPJ ( SEE NOTES) V.V. GMT) (VINDOVVIDIHI Ex SUCK NE IGHI) VOOD BU CAULK BETVEEN VINDOV MAS•T..OPENING FLANGE L PRECAST SILL By ODORS V/ VULKCM 116 aDHEifVE CAULK. OR " "' 0- E°LCAULK.SECTION B-B FLANGE TYPE CONCRETE OR PERIMETER VINDOV FRAME MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS 1 St " CAST LLr• a a nn / By OTHERS I A B C NOTES SECTION A -A I) SAW AS REO'O. AT EACH INSTALLATION AICHOR. uE 4 "rAX. ALLOWABLY' SHIM STACKTO BE 1/4'. D E 2) WNDOw FRWE MATERIAL ALUMWUM ALLOY 6063. 3) INSTALLATION ANCHOR. MUST eE OF SUFFICIENT LIN. TO ACHIEVE 'Y - UIN, BED EUMENT Of 1-1/4' INTO MASONRY OR CONCRETE. ry. • s) USE SILCOw2EO ACRYLIC CAULK BEHIND WWOOW FLANGE A' H.L•O / r-N O'N •, Q JAMeS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH B K D VULKEM 116 ADHESIVE CAULK OR APPROVED EOIJAL. 5) USE SIIJCONIZEO ACRYLIC CAULK FOR PEFwEiER SEAL AROUNG W.H G GyN EXTERIOR OF WNDOw FLANGE. r C 6) IF EXACT wWOOw SIZE IS NOT LISTED W ANCHOP Cm t. USE er NNCHOP CI mPTY LISPED vnTm NEXT LARGER SIZE. FO'.. i== I N APPROTHICK DESIGN PRESSURE REO'0 °O — I r N7) GLASS TMCKMESi wr VARY PER THE FEOL'IREMEniS 0: AST. E1300 GLASS CHARTS. I Q B) LETTER. . ESGJNATIONi ON THE TAPCOH LOCATION CHAP-T WOIC_a:E wMEF.E TA - CON ANCHORS ARE t0 EE WifAl! wHEN USLIC Pn.E EXTERIO? ELEVATION AS A KEY. I ;• Co) 9) ALL FAMPT APPLIED TOLES NOT OESICIWED FOR W-CN ANCHOR SHOULD BE rIL!ED WIN je SF_P--' r iVFF{;E: 01:. A TO PROvISE WN. W EMB r• !- EHiANEtIP W:0wfV) 61IC%. 10) FLORIDA •ITAUOERS i!:xO SE AES i.NI:1_E .y:N.r, IS S 7I i..b ^ _ PRINT A!iC AFPUES TO :r.E :LIIFIOA EAl;Zt:lUS IS*G _ {C _ I I—i/ A 10 1 SERIES 5:6GLE MUNC= I `JI 1i) WHERE At\ONLY I- IN_:= :N I.•l:i•.- -E \!,Y, N — — — t \ SUF:C: E:.: ) _' i'. _ H r:L'•1 r7X I E I„ TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30PV TO 40Ps a I Pv TO 70PSr 30Pv TO Xp.y 1.v TO 70w 12 Ia I/ a It 25 0 a r.c F,c 13 to I/ 3 a 37 3/a 6 0 FA F.c I. To 1/ 8 A .9 5/8 0 0 rA F,c 195 10 1/ a X 5s 1/4 0 B FA F,c 15 to 1/ e . 62 0 e rc c 16 . 1a 1/ 6 a 71 8 0 rc rcJu 17 Ia 1 a. a3 F.c f GjA 1N2 25 I/ 7 + 25 B e c 1M3 25 1/ 2 a 37 s/a B 0 r.c F.0 IMa 25 1/ 2 . a9 5/6 B 0 FA F,cJu I Has 25 1/2 X 55 1/4 0 0 F.c F.cJu INS 25 1/ 2 a 62 6 8 FA rAJ:J 1.6 25 1/2 a 71 0 B FA FAHJ IM7 25 1/ 2 a 63 B 0 r.c,).K r.cxX 30 1/2 , 25 29 1/2 A 25 0 30 1/2 . Y 3/a 29 1/2 . 77 3/8 B B FA f.c 0 1/Z . so s/a 1/2 A .9 5/a B 8 FA F.c.HJ 30 1/2 . 56 1/a 29 112 . 55 1/4 6 6 rA r,G NJ 30 1/1 63 29 1/2. 62 0 6 r.c F,cJu 30 1/2 . 72 29 1/2 a 71 0 6 r.cJu F,c.MJ 30 I ea 29 1/2 A 83 e 6 r,cJ.K F.GJJI 22 36X25 23 36 . 31 s/e B FA f,c 24 36 A 49 1/1 B e f.G rc NJ 2N5 J6 . 55 1/• e e FA F.C.MJ 25 36 a 62 B 0 FAJIJ F.c.HJ 26 36 a 71 B B F.CJ1J 0 Efic mi 27 36 X 113 6 B r.c.J.K f.GJUJ.K a . AI X 25 a2 . 3e 3/ a I a 31 3/e B 0 FA FAA) 2 . 50 5/ a 1 . •9 1. B B F.c r,GJU 2 56 1/. 1 a 55 1/4 0 E F,GlLI f.c.nJ 2 63 a1 A 62 B 8 r.cii.1 0•E.f,cJU a2 72 11 X 71 g B F,cJu O.EyAJU 42 a 1 A 63 8 a F.GJ.K F.G. HJJJI B • 76 a7 r 25 5 1 ArF.G I. as Y ]/3 7 A P 3A 8 A,C r.c F,c.NJ a . SO S/ 1 . •3 1/3 0 A.0 F,c f,c.NJ L I/• A. 0 F,GJ7J rG,J F.c,MJ O,E.F, cJ 63 as 72a7 . 67 7 A I I 8 B A. 0 A. 0 I' A"'1 U O.E_ F. c.Aj a, • a7 a63 P ar. rClK or F AI J. 32 51 113 a 25 B AC F.c FA 33 57 1, A 77 3/a B A.0 F,c r.G.MJ 3. 12 1/ a . 19 5/a 6 A.0 FAJIJ F,G,NJ 3(5 s2 "'! A 55 1/1 B AC rAJU O.E.rAJU 31 52 1/. A 67 6 A.0 r c. HJ O.E.F.cl•J 36 - 52 I/ e A 71 B A,C f,e,M,l O.F.F.C.H.1 37 51 I/ 5 • a] a,C F,c.J.Y. O.Ei.cJ.%.JJ! 3; SIZE NOT AVAI.aELE W ICVO CP. ISCO S£:Ei. FLORIDA EXTRUDERS FLORI A SaNFORD, TITLE: iNSr-.,_ I_AlIQN o.`.wiq ay: L*= 11PPP.OVE-D S : 1E:IIj/!1=-/ U:,_CALE: .-S JDWG.FIE T 1 MINMBE0(I HEATHING T OTHERS i INSTALLATION CH OR SCRE V (T TPJ EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS rim FRAME HEADER DONRAI EXTERIOR By ROTHERSIMETER CAULK XICRIOR FINISH IT a.HERS B INS TALL AT IONS NCKN. SCREV 0TPJ SHEATHING J Br OTHERS r INN CAULK BEHIND rim Tv0 BY BUILD DOvN Br OTHERS NOTES: SHIM AS REO'D. 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SEC NOTES) S". MAX. ALLOWABLE SHIM STACK TO BE 1/4.. 2) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063. M,. NAc 3) USE SLICONIZED ACR`f JC CAULK BEHIND WINDOW FIN AT MAD. S9LL & JAMBS. VAC[ N) USE SIKCONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OFSWA WINDOW FRAME. GLASS ' OF5) ASSTHICKNESSMAYVARYPERTHEREOUITIEWSULAT114CALSSTLIOOUALIED. CHARTS. SINGLE GLAZING S SHOWN. RNSUU/LTWG OlASS 15 ALSO OUALFEO. CHAR CLASS 6) SCREW ANCHORS AT HEAD. SILL & JAMBS SHOUIO BE /B SCREWS OF SUFFBCIEM LTHL TO PROVIDE MIN. I IN. MIN. EMBEDMENT INTO W000 FRAM£. PUCE /e SCREW ANCHORS 6- FROM CORNERS AND 24' O.C. MAX 7) BULD DOWN AROUND CURVED MON OF WINDOW FRAME TO BE ENOINEEREO BY OTHERS. BUILD GOWN MUST BE OF SUrF10ENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLORIDA EXTRUDERS TWO SERIES OCSICNER wINDOW SHOWN. THIS PRtNT ALSO APPLES TO rLORIDA EXTRUDERS 1750 SERIES &. 2000 SERFS. 9) ELEVATKWS SHOW COMMON CONFIGURATIONS. 1T IS NOT INTENDED 10 LIMIT USE OF ING PROOUCT TO THESE TWO CONFIGURATONS. THIS SHEET APPLIES TO ALL CONrIGURATIONS THAT GIN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WNDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLAT*N SHEETS FOR REOUAREMENTS. GLAZING cTYP. SEE NOTES) rim FRANC SILL SHIM AS REO'D.- SEC NO TEST / SECiffurl A- I L SHN SPACE EXTERIOR ELEVATION f •JD 3T F:aM:,y 3T OTHERS a i CAULK IE M;ND ( IN2002Mit WMT 1/.'Kua. •B INSTALLATION SKIN SPACE ANCHOR SCREV (1 rPJ rvO 81 FRAMINGSHINNORCO'D. Br OTHERS NOTES) fCS) CAULK BEHIND rim WIN (BANE JNID1 I I / GLAZING (TrP. SCE NOTES) r Hm( EAST00T SHEATHING BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS NKDDV VITTN PERIMETCR CAULK By OTHERS SECTION B-B EXTERIOR EL=VaTION FLORIDA EXTRUDERS ISANFORD. FLORID) TITLE: FIN INSTALLAIIDN DETAIL DESIGNER FIXED WI!4DOW 1000. 1750, & 2000 SERIES DRAWN BY: BB , APPROVED BY: DATE:02/14/02 ISCALE:WS IDwG.: FLEX0037 ONE BY BLOCK BY OTHERS BETWEENCAULKWINDOW FLANGE ISNEAT ING - YVOOD (TTPJ BY OTHERS EKTCRIOR FINISH OTHERS PERIMETER CAULK -J BY OTHERS WINDOW FRANC NEAR ExIEPIOR WINDOW FRAME - SILL I PERItETER CAULKByOTHERS ExTERIOR - FINISH BY OTHERS INSTALLATION ANCHOR I0 SCREW BUCK v10TNBUILDDOWN By OTHERS NOTES: TVO By FRAMING TOSILL) APPLIES LL1) SHIM AS REO.0. AT EACH INSTALLATION ANCHOR WAIN LOAD BCARING SHIM. MAX. . By OTHERS ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1 -3/ 11 MN. 3) TAPCON INSTALLATION ANCI40RS AT SEL MUST BE OF SUffc NT Lhl TO ACHIEVE SHIM AS REO'D EMBEDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE- /10 INSTALLATION - &SEC NOTES) SCREWS AT HEM k JAMBS MUST BE OF SUFFICIENT LENCIM TO ACHIEVE 1-3/8- MN. EMBEDMENT INTO WOOD FRAMetG AND BURR GOWN WHERE REWIRED. `.. - oWALIATION ANCHORS k SCREWS TO OE PLACED 6 N. FROM CORNERS k 24 OL O.C. MAx. ,_ •-- WINDOW- FRAME q IU USE ACRYLICCAULK FAM WO "DOW FIANCE AT HEAD. SILL k JAA(BS. JAMB A S) USE SI/CONQEO ACRYLIC CA(KX FOR PERIMETER SEAL AROLM EMIR OF WINDOW FLANGE. ' GLAZING <iTP. SPACE 6) CLASS THICKNESS MAY VARY PER THE REOUIEMCNIS*OF ASTM E1300 CLASS •-i• 'SEE NOTES),- SHIM S_ . CMARTS.-'SNGLE GLAZING IS SHOwm. v;SULATNC GLASS 6 ALSO WµfED. .•-' .-tit .`.,. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAW TO BE ENGINEERED Or _ OTHERS. BUILD DOWN MUST BE OF SUFF1CIEW STRENGD( TO ADEQUATELY .. TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXFRUIOERS 1000 SERIES DESIGNER WNDOYT SHOWN. THIS PRINT A.SO . APPLES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERFS. ' 9) ELEVATIONS SHOW COMMON CONFIGURATIONS IT 6 NOT MENDED TO LIMIT USE Or SHIM AS\. 0. - THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLES TO ALL PERIMETER CAULK SCE NOTES) SERIES THAT CAN BE MANUFACTURED FROM THE 1000. 1750• k 2000 BY OTHERS SERES DESIGNER FIXED WUmOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALW BE MULLED TO OTHER UNITS USING ALUMNUM TUBE WINDOW VIDTN MULLION. SEE MULLIN INSTALLATION SHEETS FOR REOLXREMENTS. GLAZING (TIP. SEE NOTES) SIN AS REO•D SEE NOTES) CAULK BETWEEN WINDOW FLANGE f1j ONC BYWOODBUCKCAULK BETWEEN WOOD BUCK t MASOIitY OPENING By OTHERS CONCRETE OR MASONRY SECTION a -A BY OTHERS BUCIK HEIGHT IL ' PACE A" SHIMSPACE EXTERIOR ELEVATION e LI- 1/ 4-UXENTRAL FLORIDA B.G.A-R EMBEDMENT N1AfflFAGrMR Ham: ONE B, WOOD P BUCK Br OTHERS ijFpYLAi L• r(t-'.1 t, .- - _ LJ IN: iALLci1G1N ANCIVOP. 3116' CIA 14?EEW 1-3/ 8- MIN. r EMBEDMENT 1/A- MAX. HOM SPACE CAULK BETWEEN TWO By BUCK CONCRETE BY OTHERS , 1NSTALLATTDI/ AH043R' r"k 4; YOU' CAWC BCiJEE t WO• . vWDOv fl t VOpD BUCK ZET CONCRETE r. : By OTHERS ti cxr[Rtot rRUSN SECTION B— B BY OTHERS . WINDOW MOTH A I - 1 O W MGL(fBB I EXTERIOR ELEVATION FLORIDA EXTRUDERS'" SANFAIINAL, INC o DOFLORIDATITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER FIXED VINDOV 1000. 1750, & 2000 SERIES. DROWN BY: BB APPROVED BY: DATE:02/ 12/02 SCALE: TITS DWC.: rLEx0036 al SHIN AS K-0-0 SHEATHING (SEE NOTES) 6T OiHEP.S CAULK LANCEBETWEENDOOR SHEATHINGLSi$ATMING INSTALLATION ANCHOR R2 SCREW TWO BY WOOD By OTHERS v t/t- MAX. SHIM SPACC DOOR WIDTH SLIDING GLASS DOOR TRAM' DAME MAX. SHIM SPACE INS:-I.LATION f_\;CMOR TWO BY WOOD -2 SCREW I-VB MIn BY OTHERS EH BEDMENi TWO BY WOOD BY OTHERS CAULK BETWEEN SP THINGP t SLIDING GLASS DOOR SHIM As RCo-O. H". STRIP SEE NOTES) T""7EmBEDMENT INSTALLATION ANCHORITSSCREWM. Ef"DMENT TEI EREO GLASSSTUCCOTE PJ CAULK BETWEEN OP. C OING DOOR FLANGE BY OTHERS i SHEATHING G GLASS FRAME PERIMETER HEAD SHEATHING CAULK BY By OTHERS SHEATHINGOTHERSPERIMETERByER , OTHERS CAULK BY TEMPERED GLASS TEMPERED OR STUCCO (TYPJ STUCCO OR SIDING OR SIDING By OTHERS GLASS CTYPJ By OTHERS SLIDING GLASS DOOR JI'i f•,^ A .- G- 1'_ INTERLOCx DOOR rA, fuz-. %`; NAby.' , HEIGHT SECTION B-B HOOK STRIP DETAIL voFRS tau ! UDOORwURI ICPIAI .LUpALLOT 606). ZI .9 WSTALLAT[ON SCRLWS nJST 9E Or SUrr ICX.'NT LCNGTN TO .CHIC/[ NIN CN9CDKnr Of 1-1/D' INTO NN000. TAPCON TTPC INSTALLATION -NEARS At SILL MUST SE Q AfFIC1ENT LCNGTN IO ACNIErC NIN 07CDNENT Cr 1-1/4' INTO NA:mQr fat COCREIL L INSTALLATION AnCNOR Ci A2T ON BACK Or THIS SNLCy. 1 USE SIL CONIZED ACRYLIC CAULK 9CMIN0 DOOR fl<r4 AT UNDO L JA'1!Z SI Ilt'c SLLICDOC%IACRYLIC T ULKLISTED FOR PRINCT-NCMCCR SEALAROUND USE AC ,ERIEO%? OURTJDOER. S 61IrC.ACIOOfIItT12CCPPLIST[0 IN SP [1UAI ySE AKWR RIANTIfr LISTED vI TN K.ti SLIDING GLASS LARGta SIZL, rce INC . Pr+C.vaurC DESIGN.1. FRCS S RLO•D. DOOR )RAMC - 71 1.pL POL t LL&T SIZESUSE . IN rR 7TPrSS VOOY SITE a S"I"'URAT[ON 10 f6N1SKD fYCJ11NG E B RACE INIC..CS NAAv-, P T? rRONI .0 Tom;. STRIP AS S)N GLASS SILL r DT o".GLASUNITGI, SSwrDUSGRL(WfD GLAS IF I SINGI. EI)DV ZED O [INSTS LA 91 VO6: 11.Ir I: APPROiOUSINGtCIPCRCOUJININAkLJJOINTSCANSALEPINSULATINGCLASSD101JAMB / SILL CCRKRS ARL t0 9C SinLD vilN • TNKL HINT r(AN SCKLp NI SNL A' RCO.D. A' -A. SE 6 INSTALLATION ANCmCPS. NAA. ALL0VftE DUN SI-C. TO 9E V.-. 121 ALL INSIALLATIC.;Ni1 S NUS) 9E NAVE OF C'N' :ION RESISTANT wTVIALS. CRC '.' REPRESENTS .OvtNG PANEL —9 Jr REPRESENTS r1AE0 FAACL APPROvCD 1 jO R ELEVATION SECTON: COWIGURATION: ARC A: L!STED ON AACNM CW-Rf ON BACK Or rNli SKET. 1.1 -at[ I i ALL COCIGlRAT10N; LISTED A9pWL ARE T% T+N ON rNrS DR.v 1OL CR INSTALL•rltM IINS fALDL2 4 Or ALL ArPRO'/CD J EH EE D•QN 7 EXTERIOR T EPI COWIGUFA'A A'. •9-9' LWAIKSTRtPDCTAI AP9Lr TO qO L. D I a _ 1-1/A' MIN. Z PA•` LL DCCL' $+'7('WN Is) FLORIa [.IRUDER: I1g0 SERIES INC (LASS IKOR 1S ydUN THIS PRINT ALSO APPLIES r0 I 11 ZUVD SERIES -a Soo T(ZIES. a A L/ l D D N IBERALLT APPLY CAULKING VIDEP. SELL - OF. SET SILL IN BAD —!NS iA!LAIeC:: ANfHQE Of CONCrrr 3/!5' Di= TAPCON SAC i iuN A -A C 1 C i I 2 REV DESCRIPTION DATE IN[ L L U R I D A INT EXTRUDERS SANFORD FL. I TITLE: SLIDING GLASS DOOR TNSTI^ LLAT! ON WITH98 SCREWS DRAWN BY: ?B 1 APPP-OVED BY: j ATE: ! 2/!7/01 SCALE: Nir IDWC .'Lfa3427 S'4! I K I TYPICALAL mUL.LjOtj To CONCR0E f, JAMS GNE (AF-PUES TO 0-ME YrKERE 1' X 4' Im F v /L-ES1GkVZ ' T L. 2' X 4' TUBE MULUONS A:'-- USED) Y7-3 e.-i' *, A.: I SILL 00 v 1 4 SEILF Ilii, P M. HASOMR YC0,4CRETE OR BY -T;ZERSFpismsTNGr V 2 )f In TUSE KULL!12;i:t-7.' - !9- 7 sEALmmT I BETVEEN(INC By Woon: BLCI(. BY OTHERS 4., d CENTRAL— FLORIDA - B. U. A. F. J - 49 X 3/4 LF - p,1,4,rq-L qACTj N6SET& jfM4TBETVEENOeX -3/4 SELF-' ' --TAPPING: SMS-L VFLANGESN "Coo S11. TAPPING SMS ' ).C-. I - - - : ...... ICH ' E=212F=P$ ZADHEAD (.1 IP-) SEALANTmm ' SECTIQN A—A'(2 vEN" OV FLmms SECTION A—A u # 6 L KJLLLam icaG,P.vvrzS1GJLER LOGOP.V./ DES -'GIKR f_SILt:_-(TYP.) TYP.,' its X 3/4 SELF lam P.WJD--S!GNE.R 0. in sms geX3/4 SELF t.- I - 1. 1 '. : _!, L'- ' - __ I `X7 2 7/16 X-3/e TAPPiKGSMS - . I — — - * - - -.I% - SILL (TYP.) 2 7/16 X Ve ' I - * .1114 — - ap-B." - . BE MULLs dTUBETUBE' HULLION e X J,4 SELF el TAPPING SMS X 3/8 2xPUBE. ULLION L' ' T Ye 'TA P* P SFASWIN. ES f e LI SEALWIT, BET-WEEN d FLANGE X- L K;LLION: oe 1/4 SELF HE X -/4 SELF TAPPING 4 S SE LF ELF4 TAPPING SMS 1000 _S.K cuoS.K Tl-.P S,,,S WEAD '( TYP.) HEAD ( Tye.) SEALANT EETVESIN ' -?7CTiO-N -SECTION A —A VINDOV FLANGES MU` LLIO. NER f,W./DESLGNER F,V./CESIG ALANT 5ETVEEqi.?:_ (TYP.) 48 X 3/4 SELF SILI. ( TYP.) VINCT-i rLANGES— =.j.-+SILi, TAFF'. 4r, SIMS ga muLL14 S E`tLF X21tSE._F L T ' TAPPING SMSaE TIQINI A —A (7) q iAPPiNG SMS X 4 X 3 6 .000 SA I x X-1/e r I 7t I a Iq QELA I L 1t4TA:_ LATIGN A<Wj-- 3/16' CIA TAPMN SCREV ANCHOR CTYF:.) ExTEWAL MULLION INSTALLATION CLIP r, 1/4' MIN. EMBEDHENIT tA Fr EJ.47jON VO4EO FROM EXTEPIOR IUSL MULL ON INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA lTnU: SER I0G0/150rU " ANGr SHEET OF H -R! Z0N11TAl 1M.ULL-11101" SECTIONS LIM 7 R $ r 21, r r_ C_ . u DESIGN PRESSURE' CA;-rcs n/4 S,-LF SE! :.VSmSS:ts - l., _ -, \. DP-kWN BY:S-!' N1• APPROVEDBY: n,) 1 " rr. p ":j 7, 1 SCAT.F.: -N DWG.: 1PM. F1 _- r % MIAMI-oADE bl[A1YIi-DADE COUNTY. FLORI METRO-DADE FLAGLER BUILDI 13UILDINC CODE COMPLIANCE OFF] Mf3•rRO-DADE FLAGLER WiLD1 140 %wir rLAGt.mt S'11cEL--T, sUrlli 1 MIAMI, I-LORIDA 33130.1 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX (305)375 Premdor Entry Systems CONTItAC'1;ott LICENsavG,tx.-r 911 E. Jeferson, P.O. Box 76 (305)373-2s27 FAX(M)375•: Pittsburgh ,KS 66762 co. rtLwroH nwis 303) 373.7966 VAN (305) 375-: t,uonUC: r CONTHOt. Un•I, 3os) 373-2902 VAN (ins) 3724 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dal County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, SCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i] determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin` Cede. Tile expense of such testing will be incurred by the manufacturer. c- ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04/02/2006 haul twartsuez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR Sn..CIFIC AND GENERAL CONDITIONS BUILDING CODER- PRODUCT REVIEW CONINIITTEE 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 Nliami-Dade County, Florida under the conditions forth above. AYYROVED: 061051200i Francisco J. Quintana, R.A. Director Miami -Dade Count), Building Code' Cornpliauce 01•11c 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, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E inswing Glaze(1 Double ,Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Prcmdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 0 1/11/00, bearing the Miami -Dade Col 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. Sin —le door units shall include all components described in the active Icaf o this approval. 3. 2 Unit shall be installed only at locations protected by a canopy or overhang*such that tic ang!e between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non - habitable areas wliere the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4. 1 The residential insulated steel door and its componcnts shill be installed in strict compliance :pit the approved drawings. 4. 2 Hurricane proteclion systcm (shutters): the installation of this unit will require a hurri, piotcction system. S. LABELING 5. 1 Each unit shall bear a perniancnt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6. 1 Application for building permit shall be accompanied by copies of the following: 6. 1.1 This Notice of Acccptancc 6. 1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly narked 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 cvaluatc the install ion of this systcm. Nlanu l Pcrcz, P.E. Product Co Cm.ExaProduct Control Division Premdor Entry Systems ACCEPTANCE No.; 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OFACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi. and the original submitted doctimcntation, 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 bc-causc for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) 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 -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by tlic 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 %vcll 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 Acceptance shall be cruise for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP' ANCI? ManucYPcrcz, P.E.; Product Contr :cam Prod u 'ntrol Division COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing 2'0• 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Fled) 3'0" 3'6" Not Listed Not Listed I — I — X0, OX, NO I 1 2'8" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Fled) 52.0 NO 2'8" + 17 2'10" + IV 2'10" + 1'2" 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 17 + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'D" + 2'8" + 1'0" 1 V - 37 + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0' + TO" + 3'0" XX, OXXO 1 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO t 2'8" + 2'8" 2'1C" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" ; 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" + 2'10' 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (w.vw.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. b. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, A202 & PA2S3. 0 Oakcraff AR EK" V11.Y.Nf.1.A./<*.KTNV {ICrnN b•.i••vN/Wb"4rr Oes. AV. r:9.iMt O+.r... Da•r• ttu. (0a0m1ti^0 proplam W prY Dn Ia1Dltrtmtnl m{fi 10ttdK)I Dnt, aefgn In0 tl'OOD[I Masonite International Corporation aetti.% 4;W:1 10 0XV r91aV n6{itl. Glazed Units X X0, OX. OXO COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height - Outswing 2'G" COP-WL•MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Usted Not Listed 1 1 -isonite internationalt.l 2'8" + 1'0" 2'8" . 17' 2'l3" + 17 2'10" + 1'2" COP-WL-MA0163.02 J'G" _ 1'l)" 3'0" + 1'2" OCCO 02-0418.03 Application Filed) t• Raling Impacl 55.0 NO 1'G" + 2'8" + l'0" COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO 1'G" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" l'O" + 2'8" + 1'0" IT + 3'0" + I V 17' + 210' + 17 17 + 3T + 1'2" 2'6" . 2.6" : 2'6" 2'8" + 2'8" + 2T 2'1G" + 2'10" + 2'1G" j 3'0" + 37 + TO" 2'8" + 2'8" COf'-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'l0" 3'0' + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'1G" + 2'10' + 2'10" + 2'l0" 37 + TO" + TO" + TO" Note; 1. Cccr a. rangements using fewer panels than win! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic loc2tion is determined by ASCF 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 -Cade BCCO protocol PA201, PA202 & PA203. 1 Oakraft AR K"' i•._..^ S•__ e.. l n.elr Ilea hN, I.Ay l.00A.1 W.4—eN„11.,•tn.rt- roar Wcoouu- vomoia1ofpoew;nwovtm limakes soe6Lcafio„.aesiamINo;mj,fa Masonite International Corporatipr. aM)i' e:i..v tocAlaat'Atm'4 rowe. XO or OX ' I I Glazed Inswing Unit 1 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 37 x 8'0". Single Door with 1 Sidelite Maldmum unit size • 6'0':8'0' Design Pressure 40.0/-40.0 Undted 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: MM 00 00 822 series 1/2 GLASS: Y37r , a 00 404 series 108 Series Oak raft AR EK'ysl.tlt/.e- 1. n 1. .• ..1 I IIIIIM.\ t T... /O..t4n t.-0— A ApId29.2002 Masonite international Corporation, Oa Co.-," mooltm or ao" mao. t nests saa "u . dew ana oloma su 0". CnJ11et ..Ildll MK' Glazed Units COP-WL-MAO100-02 FIBERGLASS DOORS 8'0" Height — Inswing 1 X i 1 1 2'0" 1 1Miami-Dade COP-WL-MA0146-02 02-0423.01 Application Filed) Rating 40.0 1 1 NO TV 2'8" 2'10" — 3,0- 3'6" Not Listed Not Listed 1Multiples.th) 1 t X.J. OX, CXO 2'8" + 1'0" Aiasonite International,.1' COP-WL-MA0148-02 02-0423.01 Application Filed) flailnig 40.0 Impact1 NO 2'8" + 17 2'10" + 1'D" 2'10" + 1'2" To" + 1'0" 3'f'1" + t'2" 1'0" + 2'8" + 1'0" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO 0" - 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 37 + 1'2" - 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" To" + 3'0" 1 XX, OXXO 2'8" + 2'8" COP.WL-MA0147-02 02 0423.01 Application Filed) 40.0 NO I TV + 2'8" 2'10" + 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements usil;g fewer panels thar,. what is shown in the above chart also comply under the product approvals shown. 2. Assembly detzi!s are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Ir.st3:la:ion inVuclions are available from the W.zsonite Internaticnal website (www.masonile.com) or from the technical center. 4. AcWz: C:sicn pressure requirement for a specific euiiding design 8 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required. 5. Masonite International structural, cyclic. air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcxaff ARTEW r.naKr,,.nts rr+rwr nontll L+i1r1.•.• Mt'00'r VGCC r..-:.. o...r o..., cW;- 2^_2 Masonite International CorporationrArvinKTC :n tt t"oGun irtp.0+cn[nl :nrin fpc:>;::.bn, cti gr ::•7 ;1a:::1 Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing IIIIIIIIIIIMMW Singles1 X Malonile Internationall 2'0" 2'6" 2'8" COP-WL-MA0166-02 2'10" 3'0" l r•Rating 1 1 02-0423.03 Application Filed) 47.0 NO 3'6" Not Listed Not Listed Arrangement1(width) X0, OX, OXO 2'8" + 1'0" 1International11 COP-WL-MA0168-02 r 02-0423.03 Application Filed) I• Rating 47.0 Impact NO 2'8" + 17 2'10" + 1'D" 210" + 17 3'0" + IT TO" + 1'2" 17 + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 17 + 210" + 1'0" 17 + 2'8" + 1'2" 1'0' + 2'8" + IT 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2' + 3'0" + 17 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + TO" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 210" +2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available Irom 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. a Clakgraff AR EK" FIUItNf.1.A{<Ii.1-000M5 Eq Own / nF a • Ow• .O"".. atn7 29.1W Masonite International Corporation Ow colo.neul0 orowsm a poeua :nnaemera mtlef sDeca4nian, Oesgn an0 omaln OCW t"Mn to Cft lW WOVA nave. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing X Arrangement— X0. Ox, OXO Singles (width) M., 11111111111114 2'0" 2'6" 2'8" COP-WL-MA01O1-02 2'10" 3'0" IMM41114,11111111111 01-1031.01 76.0 NO 3'6" Not listed i i 2'8" + 1'D" 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" COP-WL-MA0103-02 37 + 17 3'0" + 1'2" Not Listed 1.Ts• 1 1' Rating Impact Rated 02-0109.10 Application Fled) 55.0 NO 1'0" + 2'8" + 17 COt)-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 210" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6' + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" xx, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" TO" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0akcraff ;M EK'" YIMM.rf.1.AS( F: N'1'NY `DOOMS 1.4+G.Nl ccprl.[)w 0 AWd 29.2002 •• o".. q o"".. Ow caawwp momam of aodua maorem N mites W%dC~%. as" a.w wodua Masonite I n t e r n a t i o n a l C o r p o r a t i o n atud swD l w C..W Cmd roKt Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing 1 1. COP-WL-MA0121-02 01-1031.02 t•RatingImpact1 76.0 NO 1'Singles1 X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 411'Multiples1 X0.OX, OXO 2'8" + 1'0" UP 1 I C01'-WL-MA0123-02 i. l• 02-0109.09 Application Filed) OPRalingImpactRaled 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 37 XX. OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" 3'0" + 37 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" 210" + 2'10" + 210" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (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 akcxaff n.l. PM k EK" Te•.1u 1.•elr 1 0 FI°Y.KG1.ASS Y.NI'NY•....5 Iaru-oar. AM 29.2002Masonite International Corporation Our cuoewind wodram of wodw im"4mem man sdecmcao s. dn." AM orodaa oeud swlea w chove ari111om robe. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing I ginfling 1 rt 02-0109.08 COP-WL-MA0106-02 (Application Filed) r• tVIM'I 70.0 NO 1Singles1 X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6". Not Listed Not Listed IMultiples1 X0.OX. OXO 2'8" + 1'0" MaWiteInternationalrl' COP-WL-MA0108-02 OCCO 02-0109.08 Application Filed) O• Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 210" + 17 3'0" + 1'D" 3'0" + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 17 17" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IT 1'2" + 2'10" + 17" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 210" 37 + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 210" 3'0" + TO" + 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 d PA203. 0 Oakcraff AR EK" t.clNn.ar Lo.. tl Nl!N f:1.A\<M. N'1'NV IInON[ sU. I—". E_Or.• Or. • O..„ aat29'2W Masonite International Corporation Ow comvwKq allpam M moaxt mwtN•ennao mates wec:hKaan. oespl aro polwct OeUt Sub" to change WKWW OOtKt. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing ArrangementSingles1 X 2.0" I I COP-WL-MA0126-02 rl r= 02-0109.07 Application filed) 70.0 1. •1 NO 2'6" 2'8" 2'10" TO" 3'6" ' Not Listed Not Listed ArrangementI(width) X0, OX, OXO 2'8" + 1'0" mas,onite,internationalr.l COP-WL-MA0128-02 BCCO 02-0109.07 Application Fled) O•Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 37 + 1'0" TO" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" IT + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Fled) 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" + 210" + 210" TO" + TO" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. a Oakl raff W 'I AR k EK" l•11"li•elr I.On 1.,...., a e,l f IM I:XGI.Aiti M.Nl'MV 4100.5 N'A'T M raN"E_0- Api 29.2002 W taenwn0 MoWaM of product maomnM Milan s0ee om orsig l and orodKl Masonite International Corporation dew subed to chbroe Wdninat notice. X 1 tlll 1 Unit SINGLE DOOR 6' TYP. 6- TYP. 6'8• UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8' GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side o1 active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 88 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others• must be anchored property to transfer loads to the structure. 0 Apvil 29. 2002 Our CWdku acropnm of WOaW mpoKmOC nWM SPECcaans. Masonite International Corporation o Qsa"a aoaua 00" Waal b CN•Q< khO-A MkI. XO or OX ' 111 1 Unit SINGLE DOOR WITH 1 SIDELITE s• TYP. 6'8" UNIT 8V UNIT 13-15/16• 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening Width of door unit plus 1/2" Height of door unit plus 1/4" r I t t .f I r Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and I10 wood screws or 3/16' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. Atud29 2102 Masonite international Corporation OM ao.nn-.^; ;"J:yJni V pyd„(t m;nd.tmem mAtf fytcdtAdlnf. dtur AnC 7ocu amd fuaga w cN"Qe "dndW M.Ce. Ox0MID-WL-MA0004-02. Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'r UNIT 8'0" UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t t t t t t r r Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the, lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include t8 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. Apr]29.2002 Masonite International Corporation ow C M-V .-W". o1 woo—! r:--. —'' umoKno"•. on -on am wu"l ofllr taaa 10 :rrve ftw •are. MID-WL-MA0005.02 DOUBLE DOOR WITH 2 SIDELITES b Cl TYP. TYP. 3• o TYP. TYP. I ll ll l ll ll l ll 11 1 jTY1 I II II I I1 II I II Il l 6'8' 13. UNIT 8'0-UNIT 5/16- 17-1/8- MAXIMUM ON CENTER TYP. t t r t t t t r CountMinimumFastener11 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 (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apid29.2002 Masonite International Corporation Ow conliW v Wow —of wodw. Wo nWes %mcd<AOnf. d—P a yodK, &W UbKO W e'unde w hW nOt e XX Glazed Inswing Unit APPROVED ARRANGEMENT: a o e o LE, COP-WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door MaArnurtl unit size • 6'0' x 6'8' Design Pressure 52.0/-52.0 United water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resisam 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: 00as H an 00 00 101 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 R0.. 24 NL 107 Series' 108 Series 304 Series Series' iris glass kil nay also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK'- e..l..,..e .._ VIUI:MC:LASS LH7'MY DOOMS Nr.i..yy I—,.. e.si 0— Apia 29. 2002 Masonite International Corporation Our Co"Inu,"d mwlam at MOdu[1 myow "e"' " keS Seecdcjt S. Onion anld OMOduel dead SUOgO a CUMe w~ Mlle XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series e10 Series 109 Series 114— 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 7 af-p State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK" e.l. t...n ,. ..f LI—V'W111".1 .b..4...... 1-wNu t—,Dow. April 29. 2002 Oa CW%Ao V oloenm of ofoeuD +"OloKl M mMkts 1WdkJli0ns. 6n;gn me Olooucl Otfot uOrm to ct-91 wono"1 Mitt. Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT. O O L-11i COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size . 6'0• x 61' Design Pressure 52.0/-52.0 Limited water unless special threshold design IS used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined try ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °® 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RA 107 Series' 108 Series 304 Series Series' TNs glass in may also be used in the lonowing door style: Eyeorow 5-panel with scroll Oak"Ww.....r..1..n 's.lulr.l AR k EK" 1.,...1,1.._ 1Z111L-;L.\.\.i L'r."1'N 1' 01111N1 a-..U. rOnN^G., d••" MA Aprd29,2002 hAasonite International Corporation Ow Coro--; mala^I of maw -w—ml nines sOCCA4a1o^s. oesO^+ro ra.c1 Oeu/ ).41tC11C G1^be -N1m11 lwce. XO or OX i • ' t t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an lao; 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, 23R, 23L, 450 Series 152 Series 149 Series t09 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI DADE BCCO PA202 a 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, IRE. — License Number 56533 Oak raft AR EKi" INI II L`lll:l..\\. L`l•1 M\ I11111M. New.T.v.t F-9..ev, 0—' a b Apri129.2002 Matonite International Corporation Ow [wm ft." a00•im 01 p00W mpovtmtm mssel spmacalgns. Otsgn and pr000eI I" s'.Me11003npe. fw M14e Oxo Glazed Inswing Unit APPROVED ARRANGEMENT: y:• fir• y x nos 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. COP-WL•MA0144.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistam 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-MA00O7-02 and MAD-WL-MAO041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: CCM 00 00 00 00 an 00 100 Series 133, M5 Series 136 Series 822 Series 1/2 GLASS: 0 ou 00 an an 00 00 an 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 2e RA. 107 Series- 108 Series 30e Series Series' ilus glass kit may also be used in the following door style: Eyebrow $•panel with scroll r_ 0akGraff AR 4 EK" r..l ....1, 1,.. 1•lUL`Mr:LA.N\ I:N'1'Ms• UUnM\ N-J. r.t r+Nuf.vt 0— w.. (.J/... Aprd29.2002 Masonite International Corporation Ou, Wo u+q 000— Of Mdduct .ndro.tm mitts %MdCal*.ls. des*n and yddun dtla/ sullgel.0 CM.Ot...W WKC. _ Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120.122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak,raff AR EK" V111L'MC:LASS LNl'NY U(iOKS Newb.wNftrtiu E. 0m Aprp29.2002 Masonite International Corporation OW ContWmM pleprilll of m000O i110roK eM mitel %VeCir"i0M. 0elipn rM Masud 4tue umea W chine WW W OM". OXX0 I t r t Glazed Inswing Unit I FIBERGLASS DOORS APPROVED ARRANGEMENT: r I 4ij9 f3 i,,'-- t O !. Q art fz,T O c: Double Door with 2 Sidelites Marumum unit size . 12'0' a 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6°8n. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic ldc lion 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: go00 a0 00 00 00 100 Series 133. 135 Series t36 Series 822 Series 1/2 GLASS: n 0 00 00 00 00 00 an 105 series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 R0. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK" ,..,.,...,T ,.._ 1+I11t:MS.t.ASS L'MTNT 000-S I s Ta re..N.. h..r O..n -S/1A• p April 29. 2002 Masonile International Corporation ow wntmWp p00rlm as pocuo mp0v(mrm rnm,& SpttiA(ygnS. asvn am woew 0" WNW 40 Mam. —W MKS. OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series I / 10 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series I APPROVED SIOELITE STYLES: LIN 129 Series 200 Series 12R. 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series i CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 I 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 State of Florida, Professional Engineer Kurt Balthazor,{P.E. — License Number 56533 Odra._, AR k EK I,IIILK6L.\.\\ CN I M I ,I lI111MN rY.•r..vNrMNII 11.Me Dasi Aard 29. 2002 0. CDIDMMIMO popam DI oro* n mpwemem mattf ImftAms. Desipn 04 D D&. Deud UWKI to cnxVt witlgW D0t2e. r C,' r.1IUII.tIr I.swl O. rD• Masonite International Corporation XX I ' i t I Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size • 6'0' x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile'Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-rational, 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: n oa 404 Series as 822 Series a 108 Series O_ ask raff A R-k EW 1'IUFMGLA]1 Un'rMY UUVR5 tWn.L.wWla..p.0 (.vr Oaan r-yip•,. — s April 29.2002 Masonite international Corporation , Qr comm„<v woetam a wodua mwo+emem makes specuicatans. design anowodun 0039 $U0^1 to [ranee MIn" mete. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, 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-OADEiBCCO PA202 COMPANY NAME CITY. STATE To the best of1my 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,l P.E. — License Number 56533 Oak raft ARkEW w.....1. ..." 'r...,,...t LIUL.CL•\.1.1 L-\ 1. 0m4PREM0a1Z(,.11_1, a Mrd29.2002 Masonite International Corporation ow coot-mv mops. o1 mod .n mmo.t"WM Rats smiksom. pesio" Mp om" pert subact to C "ot .iorto,d a oiK XO or OX ' '' Glazed Inswing Unit r 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 Madmum unit size a 6'0" x 8'0' Design Pressure 40.0/-40.0 Untied water untess special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 1-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: on an 822 series 1/2 GLASS: Ytyi n ao 404 Series 108 series 0 Oak raft AR EK" 1- .. n le.. .: •1 1.1II I M f:I,.\\,\ I: V'1'M\' III IIIM\ M+•T.../.d rM.Ibu1W\Des. P1/1/: Ap1a29.2002 Masonite International Corporation, OW COm Wlp ToTam 01 ploeun mpOvrnlrnl makes SpeEd1 *ns. oeSge a110 IW*r 0l MW Su0R01 ..0~ rd.0. =<( XO or OX Glazed Inswing Unit 8'0" FIBERGLASS 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, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE'BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor! P.E. — License Number 56533 Oak raft AR EW e...,.....lrl.,. 1'IUL'It I:LASS L'N'1'Itl' 1 OOKS r anT•en.O r••Idn F. Doan Apr029,2002 Masonite International Corporation Ow COMo V popnm or p.pp.n mproKmml malts S=4.Cat . aSqn a.t0 0100N:1 dMA S4911 to C". r000N olt<. COP-WL-MA0149.02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Ldl Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Maximum unit size - 9'0, x 8'0- Design Pressure 40.0/-40,.0 Limited water unless special threshold design IN used. Large Missile Impact Resistance Hurricanes protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a spWfic building design and geographic location is determined by ASCE 7-nalional. state or local building codes specify the edition required. ' MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 111111 00 00 822 Series a a 00 04 Series 108 Series O akcraff AR EK" t.rt....t; ,.•_ t'1nt:.CLA\\ L:.7'"y urludl t—,Doan rAC/YI /C,' OC?•Ale,i. - O.• rO• Aptil29.2002 Masonite international Corporation Ow com-Wv'roan, of ww- nyovtrOtld -An . seecdK 4m. oesw MO moan t prod suoitn to chmat wu00 A nolKe. ' Ox0 r , , t , Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 series 300 Series CERTIFIED TEST REPORTS: CTIA-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: TEST:1N ACCORDATHMIAMI- DADSPA202COMPAECITY. To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akc aff AR EK - r'•p L'MOLASS LHTN\' UUONST••Mdrw•a"r/0^^•• /y C,` IfI)L n•.i, O Ow• r O• April 29,2002 Masonite International Corporation . ow tordmu6v momam or mudw imwow. em malts WCdCgionS, design and pmdua amd subita to C "de vgnow no iCt. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: dY 4IMP O o IV 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 MaAmum unit size . 12'0' x 8'0' Design Pressure 40.0/-40.0 Limiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements tot a specific building design and geographic location Is determined by ASCE 7-national• state at local buiWinq codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 e0e Series 00 00 822 Series a 108 Series V-URCLn SS L'M'1'MF UUUM5 (OIL.v.e(We—bv(a.er, (-y q•., O r leU rVV1\ . n April29.2002 Masonite International Corporation ow coa.aidq woe.em a WWLO (Mao.emem mAes soeedkoom. desgn am womc, otud $dgen a cnmpe .dnoa Mace. oxxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 77 r.. 810 Sales 300 Series APPROVED SIDELITE STYLES: 1,- 4 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Cade, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK' W .. ..L.e..n , c Apra 29, 2002 Ow ewd"J" 0,001M of Padua enPOK m Mists swit(ppis. design )n0 Padua dead sublttl 10 C"t r np0l nQKt r /lU , [i i. a /1/6 0.. r O•. rVV/VVV Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: O psti-.may FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 k 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 buildup 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-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 0 ° 00 00 00 00 an 00 105 Series 106.160 Series' 129 Series' 12 RA. 23 R/L• 24 R/L 107 Series' 108 Seems 304 Series Series* This glass kit may also be used in the following door style: Eyebrow 5-pand with scroll Oakcraff ARTEK" 1.11111-;LASS e:N'I KV 0111)N\ rsr...,..a ra..F... Eo 0— PREMry " e ADM 29.2002 Masonite International Corporation ow con"nuing w wain or dlodoa t Xo.t.*lem nukes sdeedcaons, design and woaua stud su0lea w enande wd1W nw ct XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 17771 f! h m- ao nn 404 Series 410 Series 109 Series I IT 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak .p— AR k EK" 11IUL'"(:LA.%N L'N'1'"\' UU()M5 /•4ri••a,r.l Fb ""Em Deer I)/)LI/==.1/—,,. 9 April29.2002 Masonite International Corporation 01" eom~V p,0Vr of W O&O ine. K M makn J=di60M. OeSVn AM WO" Oeue c00Rc1 Ol cft w _VW OOrte XX 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 . 6'0' x 8'0- Design Pressure 47.0/-47.0 United water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n', 00 404 Series am 00 0o 822 Series 0 108 series U O akc-raff d. r. .r AR EK'" t.t V 11V.ly IIOa\ 1'Itl L'Nf.IA tiS l•H'rN 1''000Ny Nan.i•aa.d fdraYr r•or Chan Aprd 29. 2002 o..... o.... \\ M blO rule InttfndtiOnal OrpOrdliOn Qq COm.lune pep.am W 010d1.] mD•eKmtM mNtf fytCd.:J10113. elC.en lM pOdUCI et4d SYDICCI W C"t -.rW "41 4 3 2 1 1 FOR I IT _ REVISIONS 4 1R®ITWW/E REV. NO.1 ZONE: I DATE: ECN N0. APPVO: DESCRIPTION oP ,L ssa CLASS OR A 1 82 11/00 1— MWW I OTY (1) WAS (2) FOR TRACT( BOLT Z//a• AK5ITUC AY13AJSE SEE sEcrlGN e IIDMZOMK twat m CA. M. T(roO1Tr erOIDSTOLESATTACHEDTODOORDOOR1NSVl1Di51Et) crop. IRfll m& CE TERIL DC e7$Ir7/ g 1 IF JWG CAW. STEEL NAG BRACEf. 7) a/1611-5/e W00D LAG SCiR1rA LISTED 1m DDUNE TRAM TRACK1 LOW 4 C ¢ 18eIAt AMARIwAsOPTION CAABI r % HUCR P Y CAW. STEEL MAC( yy 7• ANN. TRACK T19CNEM. OeO- JIiBe111 ) Q $ 719. S-I/2•.12 CA. CAM BRACSTEEKET TRACK BRACJKET. TIO I° 91r IDOmO Q (4) TRACK BRAao7S PER SOL LIZ=(a w+ TOP eR.aor REPORT#9606C , HORIZONTAL C O m GA. m, OK ! IS>MLffidFJI MIS K A 2-1-2-1 N°Y' K1PI1DI1 U PATIEW/ (KLTRO U-BNB SECTION. ETC.) IEXS - INAS/e• SINTEI 1(TK SOtCR LOCATION OF 0 A OPTIONAL VENTSOPTIONALOUTSIDE KM LOG( POSTTgN MAIL DOOR WIDTH . 10•d ° It1SIDE.IIIYdATtB NOTE I. 1 a LAG SPLITS ON 19 COKRIB. 1 OD. NNa IOE1Lg ,n[ 2L>v DOORS li TO Y-O• MCI CONSIST OF 4) SECTIDNB iHONT PRN1E ITIII U.V. tA91Ot REOIMRD. LAG Sam" MAY E COUNTERSUNK DOORS O1t71 Y-0• Ma COU45r OF (3J 9Lf1oM3 • CMrWO ON wr= i RTAKS (g1T MOr REDUUD) ro PWAM A FU91 MOMM STOP MOULDING B/ DOOR 9KVilER CIO SLf7 9A6ACC HORIMMML LA6 00 HOT TRAJ TR IGR LO YELLOW PINE .W® ID G NdK GLV.. IDN STILE n n 2' THICK A OPTIOtui O SCNM m G GLV. am &am STILE MLIC LR YOKDED Y® E SE[ROH R-R Ix G GLV. ylm TIKAC7C D G W. STFFEL wow 4" LITE RETAINERlea//4• PAN WAD SCREW t >`/10'1 1%e• SCEV SIGN COATED KTN c-w ICI. i10 SCREWS PER UT 3 .N AINCIDRS ON xl CE10ER5 (C-W GALVANIZING. BMRO- OR PKb2R, ON s CNIOB ((d 2.1,0 1p7 I9 IPIC190RpO1BO(TL[0j00aR PER tr41CK Bit/aQT. T OPACINAMOD- CIN POLYESTERMr TO BOTH 9411i1M9BKQQD11RR7/I Q• la. (ONE R90 r SNAP UTCH [NKx:5 rASIpIC1i (CNN[ v[IL ROUETi) le G fXV. SrtFl CEMFR SIDS 17 5TFE1 9(N. 122 C CAM ST EAa a ¢ 9 T a SLEEK NCIgiB. 1 oa. NL t1A9Qt REQUIRED =• CAM $ILEA TRACK rAS1O1E0 TO 14 G fXv. $7EQ ROLLER pN r To INIFNI sR6 • 4) OMACET ATTACHED r/( 4) EACH SIDE Or DOOR. wiN TAPC016. ANCHORS MAY E COUNTERSUNK 12 G CAM STEEL litlaK BRACEIS rA51DNm ro FND SIRES Ei101 R/(N) /IN s1EEr 1lTAL pip. y7IE (BUT NOr IEOI/UD) ro PRdIDE A rW511 TRAtx ATTACHED TO CA H BRACIET 14O(e• 4f r YE S1JiEYIS NO 14d/e" SHEET METAL MOUNTING RMAa. NtOMIONDI JAMST Do NOT EKM oNE 1/4•d/e• BOLT a HUT N) 1/iv/4 sFIJ<rAPPHc sCtErs PER [w ONCE. SHIP LAP JOINTS. iRANSSER IDAD. OR T90 1/4• W ANETS. OUTSIDE KEYED IWNDLE [ w Do2. OIA SHM-STEM. 10 BALL STEEL ROUEM1 IN G G- STEEL STILE SIRE MARK WESTERFIELD. PE FFAflUEED((TO 000 INTER. PRFPIAA710N Or i1uBS Bf OTHIM 5mg1 FLORIDA M #45405 tILUMMUNI STILES ES W. 4) 14A5/I• INSIDE HAIOIE SEE NORTH GIROUTA P.E. /2302 3' TALL U- BM 4) 1/4•a/4• SEU' OUTSIDE KEYED LIMY LOCK BAR 20 CA, CALV. SmPING SCREWS. tee•:.- I:rK• I _ovmN IN DESIGN LOADS: +24.0 PSF & -24.5 PSF ImL rraD STRENCM: SO IL4 TRACK OUTSIDE EACH SIDE sTHE RESPONE5IBIRY PROFESSg1Ul OF TEST LOADS: +36.0 PSF & -37.0 PSF 1-j J• I-J' rN1 . m G GLv. STEEL a-BAIB EHD stDE B0.r E Of DDCL RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCOROA1E MM C RRIXT BUUOE• W06 FOR THE LOADS LISTED ON KIOIl OAvlt, AR 9fAm 41 eu IN A 2- 1-2-1 PArTEIININ of TWO U-BAIB STEE L,00( EKNGCES THIS OGWIIC 9N 9TIN . 14•® IrAA OOxmID. PART NO.: - 1-7/e• ON BOTTOM SECIIDNL U-BAN ON NEXT INTO venrx A . r ETC. EAaN U-BM ARACHED TRACK. ONE p Ud9a StutKI DlAads9 31i 11" A SEL 16M WITH 1 4•a/l' SELF rAPPt1ID SCREWS LDCx a c.+wnwA ww., a..,.+a T CeltilulGB OH 45202 tbGT L EACH SIDE a mwr MARL nNc Paoaco KaTOLERANCES >. l A kt Ile 1-f13-36t-460B i G r WJ/IOv 07aIL Em NL 1-SAS-762-3SI9 a "d-c -HL soP•a1.4. .0 . 1.03 , esr_roN A - A (SME NEW) la .mi a .I r r~ M •00 . 1.015 DESCRIPTION: MODEL 6RST W4 I6-0 x 8-0: 24/-24.5 DESIGN LOAD e..w IN. , elks AmY I w M .000 CALv, STEEL BDrroN BRACKET. rr r • r 0000 . l.00t DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. ATTACHED WITH (x) IINd/e• SHEET IErAL SCFDRS Z 1® ••eNati9 w..ee,. R E)ffRUS N Z O! Ttlird A e ` C6' ' 21/z CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF I SIZE 1J e vaNrt 1 OKKn 4 - DDDADIsm ARE Do P*i s DWG. NO.: 102138 REV. NO. 1 4 3 2 3 COU `jli y1 BURDIK DIV. MODEL: 6RST MODEL: 4RST 25 GA. STEEL 24 GA. STEEL SKIN) SKINS OPTIONAL OSB GLASS OR LISTED 1 B" ACRYLIC UTES AVAILABLE EE SECTION B-B) ATTACHED W 1) INTERMEDIATE STILE TOG-L-IOC & li0 20 GA WIN. END STILES ATTACHED TO DOOR AND URETHAN ADEL:_VE C CENTER) SIGN WITH PATENTED TOG-L-LOC SYSTEM y A OP, BOTTOM &CENTER). Qu--w r # ,r m REPORT#9606C a I 25 GA. MIN. GALV./ LOCK POSITION BOTH SIDES) STEEL COATED WITH A BAKED -ON PRIMER. TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT O NDESOFST O ONE 3" TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. L._. KEYED LOGIC POSITIONOPTIONALOUTSIDE MAX. DOOR WIDTH 9'0' 14x5/8" SHEET METAL SCREWS END SLIDE BOLT STILE e LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE St TOE BOLT LOCK OPTION 1 1 ) REVISIONS NO ZONE: I DATE: I ECN NO.1 APPVD: DESCRIPTION 1 I A4 1 11/00 1 - I MWW I OTY (I) WAS (2) FOR TRACK BOLT I" THICK 3" TALL U-BAR 20 CA GALV. STEEL Ld3• 1-7/8" GAL GLV TOP ROUER ET.E/ SYpET EACH 14ri/E' SHEET MEUL SHP W JOOOS IDx OANui MIMTOFiFASfO®WOO SSTTIIEESS /( Inda) ' A (4) lY/40...T/4' SELF C '• TAPPING SCREWS.' 0x HORIZONTAL TRACK SUPPORT BY IDOORINSTALLER (TO SUM O 13 GA GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/I6"xl-5/8" WOOD LAG SCREWS. HM DOUBLE TRACK TRACK CONFKXIRATION LOW HEADROOM IS AVAILABLE AS AN OPTION ODOR HEIGHT i" r 2' GALV. STEEL TRACK. 6 7 0 8 MIN. TRACK THICIWESS:.060" _ B -0 88 TYP. 2-1/2"xl2 CA GALV. STEEL TRACK BRACKET. TALL . 20 GA. GALV. 3" i sTm u-8AR. ORE U-eNt TRACK BRACKETS PER SIDE PIER SIECTM..EACH U-W ATTACHED . saarrl5P 45 W:,c&i L PP- LHR TOP BRACKETrLiDOUBLEHORIZONTAL TRACK NOTE L D0UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN)). FRONT FRAME WITH U.V. r DOORSOVER7--0" HIGH CONSIST OF ( SECTIONS (NOT SHOWN). COATING ON OUTSIDE SURFACEBLE TRAC13 GGALVSTEELBOTTOMA_ROOM OPTION O o vERTICAL JAMB ATTACHMENT rWODD_ERv.!E_Bl11LDIN0); RRMNET. ATTAl"M W.TH TWo n 1/ 4•x}/4" SELF 1/2"x3" LAG SCREWS ON 24" CENTERS. V O.D. MIN. /14,5/8 SHEET MEEK SCREWS. 11 TANG WASHER REQUIRED. UC SCREWS MAY 8E COUNTERSUNK AUJk9y a SSB GLASS OR OPTIONAL 10 SCREW 14 CA END MINCES 18 GA INTERMEDIATE HINGE ( NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING w VINYL WEAnERSTRP. 1/8USICK' ACRYLICLITEWINDOWLATENEIV • VIEW .C. SURFACE HORIZONTAL .LAMBS 00 NOT TRANSFER LOAD. SECTION B-8 SECTION A -A (SIDE VIEW) 2x6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16".1-5/8" LAG SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO J 12 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"4/8" BOLT & NUT OR TWO 1/4" DU. RIVETS. 8x3/ 4 PAN HEAD SCREW VERTICAL JAMB ATTACJIMENr rC-9Q_@LQTdiQ$ MOLDED INSIDE (to SCREWS PER LfTE) mLE 2. PSI MAIN. COHC.RETE COLUMN : LITE RETAINER STOPMOULDINGBYDOORINSTALLER (TO SUIT) 3 8 x{' SLEEVE ANCHORS ON 24 11TER5 (EtOiN INTER. 20GAMIN. GALV. STEEL END STILE C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR .. 1/ 4"x4• TAPCON SCREWS ON 24" CENTERS (2.000 rSNAP LATCH ENGAGES STILE 20 GA. GALV. STEEL INTER. STILE SLEEVE MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. MIN. WASHERS REQUIRED WITH TAITCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT 6 TRANSFER LOAD. OUTSIDE KEYED 18 CA GALV. STEEL CENTER HINGE HANDLE FAW04E0 TO INTER. ST8.E5 W 4) j14x5/ 8' SHEER METAL SCREWS. 14 GA GALV. STEEL ROLLER RINGED FASTENED TO END STLES EACH W/(t) 14x5 8 SHEET META. SCREWS AN 4) I 4"x3/4" SELF TAPPING SCREWS PER END HINGE. OUTSIDE KEYED I( ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE END I L- STILE OUTSIDE KEYED LOCI( INSIDE HANDLE LOCK BAR LOCKING 2" DAA. SHORT STEM. 10 BALL STEEL ROLLER. PREPARATION OF JAMBS BY OTHERS. xmlct Ud..a S1RW Wb.r,iW J R CONFIGURATION db 'A"1,no TOLERANCES — SSESES LiSN C s. f.so.a .a eprr.4 .0 - 1.03 w wae1., s wrier .00 t.015 NOTE2: T DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS j/ , be 4 r d SHALLBETHERESPONSIBILITYOFTHEPROFESSIONALOF rs.w xL .ww ea new d .000 f .005 RECORD FOR THE BUNGING OR STRUCTURE AND IN ACCORDANCE MARK N'ESTERFLELp P.E. ' / a^ ~ DOW 1.001 THIS DRAWINWITH G. CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. /48495 Ai OL Dag,mm iI/Z C O a 4 ARE IN NCHIE NORTH CAROLWA P.E. /23832 p,•,; LOCK BAR ENGAGES W TRACK ON EACH SIDE OF DOOR. C DESIGN LOADS: + 25.0 P.S.F. & -32.0 P.S.F.TEST LOADS: + 37.5 P.S.F. & -48.0 P.S.F. PART NO.: - Tl T A T 1.7 A 3 Sd. 1Rn A DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM I DATE: 4/18/00 SCALE: NTS IDWG.D CHECKED BY: MWAW DATE: 4/18/00 SHEET 1 OF 1 ISIZE L DWG. NO.: 102137 1 REV. NO. 1 4 1 3 I 2 7i @AA9oP'T IY11a l 1Tl1 n,R,, .1„a WuuN'sUL %. VUJ'Aa a d),IJJIVUJVW V9V. FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 _ Builder: DR HORTON Address: Permitting Office: City, StateSpt,sF0eZ> t l, 7327113 Permit Number: Owner: -t). Q . 009-Zptj Jurisdiction Number: Climate Zone: Central l . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (112) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/oiher SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Sldb-On-Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A Yes _ 1967 ft2 c. N/A 222.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 202.0(p) It _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1026.0 ft2 _ R=11.0, 28.0 ft2 _ b. N/A R=11.0, 302.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 It _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 28145 PASSGlass/Floor Area: 0.11 Total base points: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: lam\ R 2 DATE: OZ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: WLA DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 42.0 kBtu/hr _ SEER:12.00 _ Cap: 42.0 kBtu/hr HSPF:8.50 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ V TFLE S? qO Q rnr .. µ EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent . 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 - `1436-4' Exterior 1054.0 1.90 2002.6 Frame, Wood, Ederior 11.0 28.0 1.90 ' ' -- 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 1 Summer As -Built Points: 40014.6 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 40014.6 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13503.4 37380.3 0.4266 15946.5 40014.6 1.00 1.250 0.284 0.950 13503.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Point 18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent _302:0-. 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 exterior - 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 0.28 550.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB 0.2 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8694.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8694.0 1.000 . 1.078 x 1.160 x 1.00) 0.402 0.950 4147.0 5224.7 0.6274 3278.0 8694.0 1.00 1.250 0.402 0.950 4147.0 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water = Total Points Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 -= -- 294.80 13503 4147 10495 28145 PASS p pF THE S19 on ur ,•` c` a ` O C1 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 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, penelrations 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-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional.lnfiltration regts 606.1.ABC.1.3 . Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA; have combustion air. 60-21 (7THFR PRFRCRIPTIVF MFARI IRFR Lmucf hn mn4 nr aw-aarind hvr nil r^c;A---- c COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or Dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New Single family _ 1 _ 4 Yes _ 1967 ft2 12. Cooling systems a. Central Unit b. N/A c. N/A 222.0 W _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance - R=3.0, 1026.0 ft2 _ R=11.0, 28.0 ft2 _ b. N/A R=11.0, 302.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 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 final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: +-A-9 Date: 1Vzz:_ Address of New Home: 3O V Gt_ySD t G t R City/FL Zip.5'44 "E, 32=r1 3 Cap: 42.0 kBtu/hr _ SEER:12.00 _ Cap: 42.0 kBtu/hr _ HSPF: 8.50 Cap: 50.0 gallons _ EF: 0.86 PT, IV OF CHE STq o a f OD11W E NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. /fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarrudesignation), your home may quay for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET. LAKE MARY. FL 3274"206 Phone: (407) 831-2665 Project ldformation For: D.R.HORTON Notes: Design Information Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss - _ 33617- Btuh -_ Ventilation air - --- --- - -0 cfm— - Ventilation air loss - - _ 0 Btuh - Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (W) 1967 1967 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade 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 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total Sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Efficiency 10.2 EER Heating input Sensible cooling 29050 Btuh Heating output 0 Btuh @ 47°F Latent cooling 12450 Btuh Heating temp rise 0 OF Total cooling 41500 Btuh Actual heating fan 1383 cfm Actual cooling fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Cooling air Flow factor 0.057 cfm/Btuh Space thermostat Load sensible heat ratio 82 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 RSR26016 2002-Feb-28 18:59:12 iC Z;k E:1FileswR HORTON 200211965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 f13 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x210 cfm x 32 OF WinterTD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 OF Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ftz and door area z— Pacedure'C = Latent Infiltration Gain -- 0.68- x43 gr/Ib moist.diff. x 105 cfm = 3100 Btuh " Y r 1 v%-VUU1 c v - cyu1N111C1n %714111U Lvclus 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 grflb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/llalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. z= wrigh>ttsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCK E:%FilesM)R HORTON 2002%196511965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /lh td. 1 Name of room Entire House LNING LAUNDRY M/BTH 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 It heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS1 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CIg ft') Htg CIg ft) Htg I CIg ft') Htg Clg ft') Htg CIg 5 Gross a 14B 4.6 2.1 1248 320 0 •'•• 0 Exposed b 12C 2.9 1.9 48 48 0 •••• 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 62M 55 2(M 0 0 0 0 glass doors b 8C 37.0 54 19% 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0' 0 0 0 0 d0.0 0 0 0 0 0 0 0 0- e 0.0 0 0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling EAN 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 U 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 r '"' 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.51 8.0 260 74001 2081 75 2135 600 18 5121 144 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 10 3056 10 805 10% 133 10 J. 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People Q 300 5 1500 0 0 0 0 0 0 Appl. Q 1200 2 1800 0 0 1 600 0 J458 17 Subtot RSH gain=7+8..+12+16 22195 4644 1129 Less external cooling 0 0 0 Less transfer 0•.......0•••.•...0•••••••• 18 Dud gain 10-/ 2219 10° 464 10°/ 113 10°/ 19 Total RSH gain=(17+18)'PLF 1.00....24414 1.00••••5108 1.00 1242 1.00••'• 20 Air required (dm) 1383 1383 364 289 60 70 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residerdial- 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACC1, E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 MANUAL J: 7th td. 1 Name of room MBR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 It 11.0 ft 26.0 ft 11.0 It 3 Room dimensions 14.0 x 17.0 It 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg I Clg ft') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 glass doors b 8C 37.0 0 0 0 0- 0 0 0 0- Heating c 9A 29.9 0 0 0 0- 0 0 0 0- d 0.0 0 0 0 0- 0 0 0 0 f 0.0 1 0 0 0 0- 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0- 0 0 0 SE/SW 47.4 0 0 0 0 14 663 14 663 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 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2:1 479 214 72 332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 0: 0_ 0, 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 11 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 256 16 455 128 16 455 128 16 4551 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 *A 423 10 192 10° 289 10°/ 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People ® 300 1 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 2711 1250 1601 1250 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 271 10 125 10°/ 160 10° 125 19 Total RSH gain=(17+18)•PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 20 Air required (cfm) 192 169 87 78 131 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w6-1j"tsoi t Right -Suite Residential- 5.0.64 RSR26016 2002-Febr28 18:59:12 ACC-N E:1FilesM)R HORTON 20021196511965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: rtn La. 1 Name of room FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 •••• Exposed b 12C 2.9 1.9 0 0 0 •••• walls and c 13C 3.2 1.2 0 0 0 •••• partitions d 0. 0 0.0 0 0 0 •••• e 0.0 0.0 0 0 0 .... f0.0 0. 0 0 0 0 «.. 6 Windows and a 1C 37.0 0 0 33 1220 0 0 '•'• glass doors b 8C 37.0 54 ll 9 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 If 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/ NW 39.4 0 0 0 0 0 0 Cooling ENV 0. 0 0 0 0- 0 0 0 SE/SW 47. 4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 f 0 0 0 0 0 0 0 0 0 b 10D 14. 7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net - _ a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed- b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0. 0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 fj 0.0 0.0 0 01 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0. 0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0. 0 0.0 0 0 0 01 0 0 0 0 0 12 Infiltration a 28.51 8.0 54 1537 432 33 9391 264 0 01 0 13 Subtotal loss= 6+8..+11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 10 80 14 Duct loss 10° 584 366 10° 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People Q 300 4 1200 0 0 0 0 Appl. Qa 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 5127 3826 240 Less external cooling 0 0 Less transfer 0 0 18 Dud gain 10 513 10° 383 10° 24 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 1.00 264 20 Air required ( dm) 264 320 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrghtsoR Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 CCA E:1FileslDR HORTON 2002%1965\1965.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a, n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH E. wrightsoft Right -Suite Residerrtial^ 5.0.64 RSR26016 2002-Feb 28 18:59:12 qC((, E:1FilesM)R HORTON 20021196551965.rsr Page 1 V both d, to 'par " .".-6ght 3 both d to roof cap ran scale :1/8'=I'0' KuSt have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has on r=6 insulation value. 71 0 a, k, Z 0 Qi 0 LL ,D LL T U Rating z0 i Ln CO o> z E; z L 3: j 0 D Cr M EL -j V) 0 0 r MiTeke January 22, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 333314627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 2000 software.. Pages or sheets covered by this seal : I3634707 thru I3634727. Total: 21 drawings. Job Builder DR1965F D.R. HORTON Location :BAKERS CROSSING, LOT County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. January 22, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSFTPI 1-1995 Sec.2. Y 11 TRUSS INDEX OF JOB DR1965F Trusses included=21 0,"\DR1965F1a.tre" 13634707 1,"\DR1965F1a11.tre" 13634708 2,'1DR1965F1a13.tre" 13634709 3,"\DR1965F\a15.tre" 13634710 4,"\DR1965F1a17.tre" 13634711 5,"\DR1965F1a19.tre" 13634712 6,"\DR1965F1a2.tre" 13634713 7,"\DR1965F\a7.tre" 13634714 8,"\DR1965F1a9.tre" 13634715 9,'1DR1965F1ag1.tre" 13634716 10,'1DR1965F\ag2.tre" 13634717 11,'1DR1965F\b.tre" 13634718 12,"1DR1965F\bg.tre" 13634719 13,"0R1965F1cg.tre" 13634720 14,"\DR1965q.tre" 13634721 15,'1DR1965gI.tre" 13634722 16,'1DR1965F1k.tre" 13634723 17,'1DR1965FU.tre" 13634724 18,"\DR1965F\m.tre" 13634725 19,'1DR1965F\s.tre" 13634726 20,"\DR1965F1s1.tre" 13634727 QtE g D Y No. 4.5161 i y A 0 .• STATE OF .• tSfn'.c O R 10t/I August 7, 2002 Awmmc; - verM design pannmetem and Raw ivams oNTms Arm Ravwm surds BzmRa im. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblIlly of the erector. Additional permanent brbcing of the overall structure h the responsibility of the building designer. For general guidance regarding tabrbatlon, quality control, storage, delivery, erection and bracing, consult OST-83 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Instltute, 583 D'Onohlo Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property stt i. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against each c2 other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate a: joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from cu C, C, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, Ite unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 aL ® MYDRO,A/R® ov russ Truss Type ty 1 y 13634707 DR1965F A ROOF TRUSS 16 1 optional) MiTek Industries, nc.4.201 SR1 s Aug 20 2001 MiTecIndustries, nc. a ug age 11 - 7.1.3 13-6-10 2010-0 i 26-5.6 I 32.10.13 I 40.40 t1-0.0iII 1-0-0 7.1.3 6-5-6 8.5-6 0-5-8 6-5-6 7.1.3 1-0-0-0 Scale - 1:73. 5x6 c 5.00 rTT 5 5x8 - 5x8 4 6 2x4 Z 2x4 3 7 2 e edd1 x = 14 13 12 1110 x = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 - 10.3-14 20-0-0 29-8-2 40-0-0 10.3.14 9-8-2 9.8.2 10.3-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.29 12 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 > 753 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-8-6 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 cc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Horz 2=-224(load case 5) Max Uplift2=-984(load case 4), 8=-984(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-3714, 3-4 =-3345, 4-5 =-2354, 5-6 =-2354, 6-7 =-3345, 7-8=-3714, 8-9 =14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 Ib uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 9i BUQ v lFlC4 Y No. 4.5161 OSTATE OF cy August 7,2002 WARNING - Ver(& design pasasnsters and RLAD NOTES ON TMS AND REPERS6 SIDE 139MRE 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 stabBlty during condiuctlon Is the responslbiiity of the erector. Addltlonol permanent bracing of the overall structure is tho iesponslbBlty of the building designer. For general guidance regarding fabrication, quallty control, storage, delivery, erection and bracing, consult OST-Bit Quality Standard, DSB-69 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property W J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc: Q other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 5 , 0 Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of d o v at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from paneladjacent 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 MRek/ 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-N BEARING Indicates location of joints at which bearings (supports) occur. FORM018, 019 MiTeko TM PANEL HYDRO - AIR CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber 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 russ Truss Type ty y t 13634708 DR1965F A11 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001-MM-c Industries, Inc. Wed Aug age 5-9.14 11-0.0 17-" 23.0-0 29.0-0 34.2.2 40-" 11-0.0117i + l i i I 14)-0 5-9-14 5.2.2 a" a" 64)-0 5.2.2 5.9.14 1.010 Scale - 1:71. 5x8 = 5x8 = 5x8 = 3x4 = 4 6 6 7 5.00 jTT 2x4 z- 2x4 3 8 2 8 1 d1 d 3x8 = 15 14 13 12 11 3x8 = 4x6 = 3c4 = 3x8 - 3x8 = 3x8 = I f ." 20." 29.0.0 404)-0 t t-0-0 9.0.0 9-" 11-0-0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL ,7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Harz 2=-134(load case 5) Max Uplift2=-1082(1oad case 4). 9=-930(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2-14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7--3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard E gUp t c No.4.5161 'k o '; STATE OF ; ANAL August 7,2002 QwARmwo • v rW design Panir wiM and Rawo ions ox Tws mD RavaRsa &wE aamRs uss. ® Design valid tot use only with MITek connectors. This design b based only upon parameters drown, and Is for an Individual bu9ding component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component b tespontlblIlly of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent btacing of the ovetall structure Is tho tesponslb9lty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consu9 OST•811 Quality Standard, DSB•89 Bracing Specification, and HIB•91 M iTek® Handling Installlna and Bracing Recommendation available from Trust Plate Institute, 583 D'Onolrio Drive. Madison, Wl53719. 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. All T o Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40, 10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Uip Mi! 0 MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.010 HMRO,A/R Joly russ I russ I ype ty y 13634709 DR1965F A13 ROOF TRUSS 1 1 opt on all MiTek Industries, Inc. s Aug 20 2001 MiTe(Industries, Inc. Wed Aug age 8.9.14 13.0.0 17.8-0 22-4-0 27-" 33.2.2 40-" 11 1 I I I I l l 1.00 6.9.14 6-2.2 4.8-0 4-8-0 4.8-0 6-2.2 8.9.14 1-0-0 Scales 1:71.3 5x6 = 2x4 II 3x4 = 6x6 = 4 5 6 7 5.00 rf£ 2x4 Tx4 // 3 8782 11 d 3x8 = 16 15 14 13 12 11 3x6 = 3x4 = 3x6 = 3x6 - 3x4 =3x8 = 3x4 = 9.1.14 17-8-0 22-4-0 30.10.2 40-0-0 9-1-14 8-8-2 4.8-0 6.6.2 9.1.14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.34 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 201 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=154(load case 4) Max Uplift 2=-1065(load case 4), 9=-8960oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6--3281, 6-7--3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341,, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard DIN E 13 Q N0. 45161 STATE OF 01 IAL August 7,2002 Q WARNING - VerW design paPasnetem and R&W NOTES ON TMS AND REVERSE SME BEFORE USE. Design valid for use only with MiTek connectors. This design is basedlonly upon paramelea shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design porameters ancf proper Incorporat'on of component is responsiblBty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during condruction is the responslblilty of the erector. Additional permanent bracing of the overall structure is the responslbllBy of the building designer. For general guidance regarding tabricatlan, quality control, storage, delivery, erection and bracing, consult OST-8a Quality Standard, DS11-89 Bracing Specification, and NIB-91 M iTek® Handling Installing and Bracing Recommendn alloava9ablehorn Truss Plate Institute, 583 D'Onohla Drlve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All o For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N. 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 MMRO-AIR Job, r russ I russ I ype Ply 13634710 DR1965F A15 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 3T MiTe (Industries, Inc. Wed Aug 07 l7qTOT2002 P—ag—el- 1:" 7.9.14 15-0-0 20-" 25.0-0 32-2.2 40-0,0 11-0-01IIII 1.0-0 7.9.14 7.2.2 5-0-0 5-0-0 7.2.2 7-9.14 1-0-0 Scale a 1:71. 5xa = 5.00F T 2x4 II 5x8 = 4 5 8 5x8 3 ZS272 8 9d1 d 3x8 = 14 13 12 11 10 3x8 c 3x4 = 3x8 = 3x8 = 3x6 = 3x4 = 10-3-14 20-0-0 29.9.2 40-" 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.30 12 > 999 M1120 249/190 TCDL •7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >765 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 1D *Except* TOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951/0-8-0 Max Horz 2=-174(load case 5) Max Uplift2=-1045(load case 4), 8=-925(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3=-3661, 3-4 =-3332, 4-5 =-2888, 5-6 =-2888, 6-7 =-3332, 7-8 =-3661, 8-9 = 14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11 =2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES 16) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 Ib uplift at joint 2 and 925 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE1745161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard pp9iSO JQ l F/v,41,. G`QI No. 4.5161 i 0 k STATE OF August 7,2002 v f•(ry assign panineetem and READ NOTES ON TiHIS AND JtBVZRSE SIDE BEPORE LW- 4&WARMWG Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on IndNldual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addltbnal temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure is tho responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CSI-aa Quality Standard. 011111-89 Bracing Specification, and HIS-91 Handling Installlna and Bracing RocommsndatloreavaBable from Truss Plate institute. 583 D'Oreohb Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against eachcrQ other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 a: joint and embed fully. Avoid knots and wane plates/e" from outside edge of a y o at joint locations. truss and vertical web. a o 4. Unless laces at Iotherwise noted, locate chardsplices length(+ 6" from CA ClC" panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang- Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 4011' ICBO1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings ( supports) occur. Ltrrl FORMOI B. OI V MiTeko M TM PANEL MMRO, A/ R 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. -. o russ I russ I ype ty y 13634711 DR1965F A17 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 S1s ug I e n ustrfes, Inc. Wed Aug age 11:" 8.1-3 11.8.10 17-0.0 23-" I 28-5-8 I 33.10.13 I 40-" I 1 t-0-0 8.1.3 5.5.6 5.5.8 6-0-0 5.5.8 5.5-0 8.1-3 1" Scale a 1:71.4 5x8 = 5x8 = 5.00 FfF 5 8 3x4 4 3x4 4 7 5x8 i 5x8 3 8 2 9 1 10- 3x8 = 18 15 14 13 12 11 3x8 = 3x4 = 3x8 = 3x4 = 3x8 = 3x4 = 3x8 = 8-4-11 17.0-0 23-" 31-7-5 40-0-0 B-4.11 8.7.5 5.0.0 8.7.5 8.4.11 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.79 Vert(LL) 0.29 14 > 999 M1120 249/190 TCDL •7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2=-194(load case 5) Max Uplift2=-102311oad case 4), 9=-951(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10-14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3- 16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13-613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and 951 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard apt E 13 Ai Fio No. 45161 O STATE OF iOR L August 7, 2002 A WARMING - Ver{ f) design paramder•s and R&W Maras ON THIS AND R6 VERSE IS(Da BEMM V=- Design valid for use only with Mlfek connectors. This design Is based only upon parameters shown, and Is tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatlon of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbetng of the overall structure b Iho tesponslb8lty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 057.88 Quality Standard, DSB-59 Bracing Specification, and HIS-91 M iTek® Handling Installlna andBracingRecommendationavailablefromTrussPlateinstitute. 583 D'Orlohlo Drive, Madison, WI5371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against eachczQ other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates I from outside edge of L) a o at joint locations. truss and vertical web. d a 4. Unless otherwise noted, locate chords lacesP ce C, u o at I /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. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. MiTeke FORM018,019 TM PANEL fMRO,A/R 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. p , russ Iruss type ty y 13634712 DR1965F A19 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. s Aug 20 2001 MiTe Industries, Inc. Wed Aug age 1927.1-6 I 33. 2.13 l 40- 0-0 11-0-0 11-a'-0-0 Q6.9.3 12.10.10 121-0-0. I1- 0-0 6•9.3 0-1.8 6-1$ 2-0-0 8-1$ 8.1-0 8.9.3 1.00 Scalem 1:76.2 5x8 = 5x8 = 6 B 5.( K) rfF 3x4 3x4 4 7 5x8 i 5x8 3 8co t 8 1 b2b US = 16 15 14 13 12 11 3x8 - 3x4 = 3x8 = 3x4 3x4 = 3x8 - 3x4 = 9. 9.14 19-0.0 21-0-0 30-2.2 404).0 9. 9.14 9-2.2 2.0-0 94.2 9.9.14 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (Ioc1 I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-16 >999 M1120 249/190 TCDL ' 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 > 827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS ( lb/size) 2 =1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=214(load case 4) Max Uplift2 = -999(load case 4), 9=-975(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=29, 2-3--3939, 3-4--3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11=3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES ( 6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber COL increase is 1.33, and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/fPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEi745161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard XWE 13 Q q ' b l . t No. 4.5161 SMATE OF .° OR o vaL August 7,2002 AWARMNO - Vtr{ fy design pamnacterm and READ NOMS ON TffiB AND REVERSE tSW19 BEFORE UM. Design volld for use only with MITek connectors. This design b based only upon parameters shown, and Is lot on Individual building component to be Installed and boded vertically. Applicability of design parameters and. proper Incorporation of component b tesponslb9lty of building designer - not truss Mi! designer. Bracing shown b for lateral support of Individual web membirts only. Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and biocing, consult QST-86 Quality Standard. DS111-89 Bracing Specification, and HIB-91 Handling Installing and Bfrb racing RoeommandatlonavailablefromTrussPlateInstitute, 583 D'OnoDrive. Madison, WI $3719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property A J2 J3 J4 TOP CHORDS owner and all other interested parties.. a 2. Cut members to bear tightly against each other. o 0 J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate k a 2c, 0 x joint and embed fully. Avoid knots and wane plates/e" from outside edge of a o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP ce o at I14 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 BEARING Indicates location of joints at which bearings (supports) occur. Lip FORM016.019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® H=RO,WR 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, T„ erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. o r russ truss type ty y 13634713 RR1965F A2 ROOF TRUSS 2 1 optional) I, LONGWOOD, FL, MiTek Industries, Inc. s Aug 1 e n ustrles, Inc. Wed Aug age 74-14 14.2-0 20-0-0 23-" 28.5.6 33.10.13 40-" t1.0.011-0-q I 1 l i 1 1-0.O 74.14 6-9-2 5-10.0 3-0-0 5.5.6 5.5.6 0-1-3 1-0-0 Scale 1:71.4 5x8 = 5 5•00 fT7- 4x8 6 2x4 II 4 3x4 7 5x8 5x8 cc 3 1 r 165x12 — 8 x8 = 8x8 = 2 9 1 lob 3x8 = 19 18 14 13 12 11 3x8 = 3x4 - 2x4 II 2x4 II 5x8 - 2x4 II 74.14 14.2-0 20-8-0 23-0-0 28.5.6 33.10.13 40-0-0 74.14 6-9-2 64-0 2.6.0 5.5.6 5.5.6 6-1-3 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.05 16 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 5-17 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2 = 224(load case 4) Max Uplift 2 = -476(load case 4), 16=-1021(load case 4), 9=-587(load case 5) Max Grav 2=797(load case 6), 16=2456(toad case 1), 9=87711oad case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-837, 3-4=-327, 4-5=-327, 5-6=1791, 6-7=1387, 7-8=-223, 8-9=-839, 9-10=14 BOT CHORD 2-19=765, 18-19=0, 17-18=66, 4-17--468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14-0, 12-13=0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category It, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 2, 1021 lb uplift at joint 16 and 587 lb uplift at joint 9. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard V- g D t No. 45161 4C STATE OF ICI ass/o boa•' ANAL August 7,2002 0 WARIMVG - v r W design paramsterr. and P.&W NOMS ON 71M AND d4E VffA%9 SIDE BEMJW TUBE. Design valid for use only with MRek connection. 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 IndNldual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent btDcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrlcatlan, quality control, storage, delivery, erection and bracing, consuR CST-88 Quality Standard, 01111-80 Bracing Specification, and HIB-91 M iTek® Handling Installlnq and Bracing Recommendallonovolloble from Truss Plate Institute, $63 D'Onofrb DrNe, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 14.. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS a c3 WEBS J5 Cc O o ccVO 0. ' O UON- a ce C? C6 o BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 0$ 01 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeke MRkmacio PJilANEL TM CUP Nymo WR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o russ russ Type ty DR1965F A7 ROOF TRUSS 1 2 13634714 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTe(Industries, Inc. Wed Aug age 11 3-9.14 7-" 12.3-7 17.5.2 22.6.14 27-8-9 I 33-" I 36-2-2 I 40-0-0 1114-0i l { I I l 3-9.14 add 53-7 5.1.11 5.1.11 5.1.11 5.3.7 3d-2 3.9.14 1.0.0 Scale . 1:71.3 907.5 MII16 = 907.6 mine = 4xe = 7x8 = 4x8 = 2x4 II 5.00 FrT 4 19 20 6 21 22 2E 24 25 726 27 288 29 30 9 2x4 C 2x4 3 10 2 tt 1 all d 3x8 = 18 31 32 17 33 34 396 36 37 198 39 40 14 41 42 13 3x8 c 3x4 = 5x6 = 3x8 = 2x4 II 600 = 3x4 = 7-" 12.3.7 17-5-2 22.6.14 27.8.9 33-0-0 40 0 7-041 53-7 5.1.11 5.1.11 5.1-11 5.3.7 7-0-0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 > 386 MII20 249/190 TCDL . 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 MII16 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 440 lb LUMBgR BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-6-4 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP No.1D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 3970/0-8-0, 11 = 3970/0-8-0 Max Horz 2=-92(load case 5) Max Uplift2=-3822(load case 4), 11=-3710(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22- 23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27- 28=-12060, 8-28=-12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2-18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 =8229, 17-33 =12016, 33-34 =12016, 34-35=12016, 16-35=12016, 16-36 =13795, 36-37=13795, 15-37=13795, 15-38=13795, 38-39=13795, 39- 40 = 13795, 14-40=13795, 14-41 =8221, 41-42=8221, 13-42=8221, 11-13-7726 WEBS 3-18-520, 4-18= 589, 4-17=4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15=201, 7- 14=-1988, 8-14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1. 33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2 and p 3710 lb uplift at joint 11. `9t 8uQ/ 6) This truss has been designed with ANSI/fPI 1-1995 criteria. 1 7) 2-ply truss to be connected together with 10d Commonf.148"x3") Nails as follows: ,• Q iF/•'•. Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottomchordsconnectedasfollows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0- 9-0 oc. 8) Special hanger(s) or connection(s) required to support concentrated load( s) 159.51b down and 305.1lb up at 7-0-0, !O J1 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.11b up at 1 1-0-12, 159.51b downand305.11b up at ; 13-0-12, 159.51b down and 305.11b up at 15-0-12, 159.51b down and 305.11b up at 17-0-12, 159. 51b down and yl 305.11b up at 19-0-12, 159.51b down and 305.11b up at 20-11-4, 159.51b down and 305.11b up at 22-11-4, 159.51b ' yi down and 305.1lb up at 24-11-4, 159.51b down and 305.1lb up at 26-11-4, 159.51b down and 305.1lb up at 28-11-4 STATE OF •• and 159.51b down and 305.1lb up at 30-11-4, and 159.51b down and 305.1lb up at 33-0-0 on top chord, and t • •` 625.11b down and 577.61b up at 7-0-0, 46.0Ib down at 9-0-12, 46.Olb down at 11-0-12, 46. Olb down at 13-0-12, •. ti 0 Q`j• 46.0Ib down at 15-0-12, 46.0Ib down at 17-0-12, 46.Olb down at 19-0-12, 46.0Ib down at 20- 11-4, 46.0Ib down at e••.,•M.•` 22-11-4, 46.OIb down at 24-11-4, 46.Olb down at 26-11-4, 46.Olb down at 28-11-4, and 46. OIb down at 30-11-4, and 625.11b down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the V`YAL building designer. 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. August 7,2002 A WARMWC; - Ver{& design paminerterm and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vedicolN• 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 dabilly during construction is the responsibility of the erector. Additional permanent bilycing of the overall structure is fho responsibWty of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and brocing, consult OSl-e8 Ouailly Standard, DSB-89 Bracing Specification, and NIB-91 M iTek® Handling Installing and Bracing Recommendalton ova9able from Truss Plate Institute, W3 D'Onof io Drive, Madison, W163719. Symbols PLATE LOCATION AND ORIENTATION re, Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 17-1 7- cc For 4 x 2 orientation, locate 0 3: plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORNW18.019 Z&L"® NMRO-A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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. o DR1965F russ A7 truss type ROOF TRUSS ty 1 A 13634714 L optional) MiTek Industries, Inc. s Aug 70 70171 Inc. Wed Aug age LOAD CASE(S) Standard 1) Regular: Lumber Increase -1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12--74.0, 2-11 =-20.0 Concentrated Loads (Ib) Vert: 4--159.5 9=-159.5 18=-625.1 13=-625.1 19--159.5 20=-159.5 21 =-159.5 22=-159.5 23--159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 re••• q w• ,y No. 4.5161 Y STATE of cyctS,• o R toa''' s/0 L August 7,2002 Qwmmm - verW design painmstem and R&w xorss oN mrs my Ravmw sma BamRs um. Design valid for use only with Mitek connectors. This design If based only upon parameters shown, and Is for on trxlhAdual building component to be Installed and loaded verticolly. Applicability of design parameters and proper Incorporation of component Is responslbWty of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbeing of the overall structure Is the responslbltlty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult OST-fta OualBy Standard, DSB-BO Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, Wl5371 V. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Ir T 0 For 4 x 2 orientation, locate 0 plates IA" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75.91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 00", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM018.019 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP HMNO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ;. russ I russ I ype ty y 13634715 DR1965F A9 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. s Aug 20 2001 MiTe c Industries, Inc. Wed Aug age 11-a-9 4.9.14 9-0-0 14-6-0 20-0-0 25.6-0 31-0-0 35.2.2 40-" t1-0-0IIiIII 1-0-0 4.9.14 4-2-2 5.6-0 5.8-0 5.6-0 5.6-0 4.2.2 4-9.14 1-0-0 Scale - 1:71. 6x8 = 6x8 c 3x4 = 6x8 = 3x4 = 5.00 FT7- 4 5 6 7 8 2x4 2x4 3 9 2 10 116d1 3x8 - 17 16 16 14 13 12 3x8 = 3x8 = 4x8 = 3x4 = 3x4 = 4x8 = 3x8 = 9-" 16.4-0 23.8-0 31.00 404)-0 9-04) 7.4-0 7.4.0 7.4.0 9-0.0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 MI120 249/190 TCDL - 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WS 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (Ib/size) 2 = 1951 /0-8-0, 10 = 1951 /0-8-0 Max Harz 2 = 1 14(1oad case 4) Max Uplift2=-109611oad case 4, 10=-963(1oad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2- 14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11 =14 BOT CHORD 2-17= 3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 lb uplift at joint 10. 51 This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard pb 9i 0 4 YNO. 4.5161 Ar t O STATE OF , 0R10a"'e oniaL August 7, 2002 0wwiw1Tn1TG - v r{ k design paranwtm and Bann NOTES ON 7WS AND JtEVI .'3a S[na BEMJ a LIM. Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for on individual building component to be Installed and loaded vertically• Applicability of design parameters and proper incorporatlon of component Is msponslblSty of bullding 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. Atltl6bnal permanent brbcing of the overall structure Is tho responsibility of the building designer. For general guidance regarding tobrkalbn, quality control, storage• delivery, erection and bracing, consult CST-88 Quality Standard, DSB-80 Bracing Specification, and HIB-91 Handling Installma and Bracing Recomm4mdPl atlonavallable from Truss ate institute, 593 D'Onohlo Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 Q 2. Cut members to bear tightly against each other. 0 O\ N\\ WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a n 0 Qjoint and embed fully. Avoid knots and wane plates from outside edge of d 5 O V at joint locations. truss and vertical web.ad 4. Unless otherwise noted, locate chords licesP I14ce , o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt 18 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM016,019 PANEL TM CLIP O HMRO-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 stocks 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. russ russ ype ty y 13834716 D:R1DR1965F AG1 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTecIndustries, Inc. Wed Aug age 11.0 7.6-0 14.9-0 i 20-0-0 i 23-" I 28.5.6 I 33.10.13 I 40-0-0 11." 1-0-0 7.6-0 73-0 5.3-0 3-" 5.5-6 5.5.6 6-1.3 1-04 Scale - 1:71. 5x6 = 5 5•00 FT7-- 4x6 -- 6 4 3x4 7 5x8 3 II 6x6 cc 3 7 165xl = 8 8x 1,= R 8x8 - m DD d 2 3 II 9 dl1 19 to- 6 5x8 = d 3x6 = 18 14 13 12 11 3x6 - 2.50jTT 5x8 = 7.6-0 14.9-0 20.4-0 23-" 28.5.6 33.10.13 40-0-0 7.6-0 14-6.0 7.3-0 5.7-0 2.8.0 5.5.6 5.5.6 6.1.3 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 VertILL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.20 2-19 >838 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.08 18 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 702/0-8-0, 18 = 646/0-8-0, 16=1732/0-8-0, 9 = 863/0-8-0 Max Horz 2=223(load case 4) Max Uplift2=-420(load case 4), 18=-538(load case 4), 16=-662(load case 5), 9=-601(load case 5) Max Grav 2 = 715(load case 6), 18 = 886(load case 6), 16=1732(load case 1), 9 = 872(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 24, 2-3 =-1518, 3-4 = 548, 4-5 = 605, 5-6 - 929, 6-7 =153, 7-8 = -692, 8-9 = -1357, 9-10 = 29 BOT CHORD 2-19=1342, 18-19=-34, 16-17=-714, 15-16=-155, 13-15=99, 6-15=558, 13-14=0, 12-13=4, 1 1-12 = 1159, 9-11 = 1 164 WEBS 3-19=-177, 17-19=1445, 3-17=-1739, 5-16=-1003, 6-16=-860, 12-15=771, 7-15--638, 7-12=-139, 8-12=-660, 8-11 =136, 17-18=-587, 4-17--471, 5-17=262 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer 1 Oshouldverifycapacityofbearingsurface. ffr'' 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2, 538 lb \ " / uplift at joint 18, 662 lb uplift at joint 16 and 601 lb uplift at joint 9. •• 8) This truss has been designed with ANSI/TPI 1-1995 criteria. ' .'(-Q-11V!6 t 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. G S 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. No. 4.5161 LOAD CASE(S) Standard Y O '.. STATE OF . r c+ ' s J O R August 7,2002 AWARN3WO - Ver k design pcwwnec.n and READ NO=S ON 11M Alva JWYZI sa SWZ BAMIM USE. Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is, responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bRicing of the overall Structure b the responsibility of the building designer. For general guidance regarding fabrication, qualify control. storage, delivery. erection and bracing, consult OST-88 Quality Standard, 0SB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation ovalloble from Truss Rate Institute, 393 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. ca c 2. Cut members to bear tightly against each other. O 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate G , 0 Q joint and embed fully. Avoid knots and wane plates from outside edge of d o_ at joint locations. dtrussand vertical web. a 4. Unless otherwise noted, locate chords splicesP • I/4C, u o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the Mlrek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. Lip FORM019,019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® HYDRO,A/R PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Truss truss type ty y 13634717 DR1965F AG2 ROOF TRUSS 1 1 optional) Fl—,MiTek Industries, Inc. 4.201 SH1 s Aug 20 2001 MiTe Industries, Inc. Wed Aug age 100 7.5-014.9-0 15.7.3 I 22-0-0 I23-". F1. 0.0 7.84) 7.3-0 1.10.3 5.4.13 1-0-0 4x8 II Scale 1:49.8 6 2x4 II 2x4 II 5 7 8 2x4 II 3x4 c b 5x8 i 2x4 11 2x4 II 3x1 ll 4 5. 00 7 1 = PT3II2x4 II 3 d 2 11 1 2x4 II 5x8 - 2x4 II b 2x4 II 2xa II 3x4: 1 2. 50 FTY 2x4 11 7. 6-0 14.9-0 20.4-0 22-" 7- 6-0 7-3-0 5.7-0 1-8-0 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 14T6b 0.52 Vert(LL) 0.16 2-11 >999 M1120 249/190 TCDL • 7.0 Vert .0 2-11 >831 umerncreaseBCLL 0.0 Rep Stress Incr NO WB 0.76 HorzITL) 0.08 10 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7- 9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 9-11, 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS ( lb/size) 2 - 715/0-8-0, 10=1135/0-8-0, 7 = 357/0-8-0 Max Harz 2=416(1oad case 4) Max Uplift 2=-357(load case 4), 10=-679(load case 4), 7=-247(Ioad case 5) Max Grav 2=715(load case 6), 10=1135(1oad case 1), 7=404(load case 7) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1564, 3-4=-1353, 4-5=383, 5-6=366, 6-7=-71, 7-8=34 BOT CHORD 2-11 =1383, 10.11 =-48, 7-9 =-4 WEBS 4-11 =-202, 9-11 =1521, 4-9=-1642, 9-10=-1074, 5-9=-370, 6-9=-473 NOTES ( 8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition It partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide bearing 357 Ib 2, 679 Ib 13 mechanicalconnection (by others) of truss to plate capable of withstanding uplift at joint (1 uplift at joint 10 and 247 Ib uplift at joint 7. `*' t Gl 7) This truss has been designed with ANSI/TPI 1-1995 criteria. \ C•.,• 8) Truss Engineer: Junaidie Budiman, PEd145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' ;'`Q .4!., /G 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. Y LOAD CASE(S) Standard t % No. 45161 • 0 STATE OF • s CV 0R10M August 7,2002 0 WARKIWO - Ver(& design paraAseters and iR&W NOMS On TMS MD JWYZI 36 SWE DE"RE USE. ® Design valid for use only with Mliek connectors. This design h based only upon parameters shown, and is lot on indMdual building component to be Installed and boded vertically. ApplicabBtty of design parameters and proper IncorpoiaWn of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of individual web members only. Additional temporary bacing to Insure dobWty during construction is the responsbBlty of the erector. Additional permanent btbcing of the overall structure is the responsibility of the bullding designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult QST-68 Quality Standard. DSB-89 Bracing SpeclOcatlon, and HIS-91 Handling Installlnq and Bracing Recommendation ovallabte from Ttuss Plate Institute, 583 D'Onohb Drive, Madison. WI63719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *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 All J2 J3 J4 TOP CHORDS owner and all other interested parties., u c 2. Cut members to bear tightly against each other. JS0Placeplatesoneachfaceoftrussateach For 4 x 2 orientation, locate X 03. Q joint and embed fully. Avoid knots and wane plates from outside edge of 0 a y O V at joint locations. dtrussand vertical web. a 4. Unless otherwise noted, locate chords lacesP ce C, o at r14 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt 18 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. For tabular plating format refer to the MtTek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko FORM016,019 TM PANEL fMRO,A/R 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. IS. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o russ I russ I ype ty y 13634718 DR1965F B ROOF TRUSS 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. s ug ii MiTeen ustnes, Inc. Wed Aug age 1-0-0 5.3.14 10-0-0 14.8.2 20-0.0 21.0-0 1-0-0 5.3.14 4.8.2 4-8-2 5.3.14 1-041 Scale - 1:36.9 4x8 = 4 5.00 FTY 2x4 2x4 3 5 2 8 1 7 d 3x4 = 8 3x4 = 5x8 = 10-0.0 10-0-0 Ste Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6 =1004/0-1-8, 2 = 1024/0-8-0 Max Horz 2-123(load case 4) Max Uplift6 = -521 (load case 5), 2=-536(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 =1430, 6-8 =1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ArNS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and 536 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard Y No. 4.5161 A sSTATEof .- c, ass/ August 7,2002 Awwxmm - ver/y design Pamrnete + and iR&w Norms oN rms AND RavaRsa sma samm uw. niiiieviiiit 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 kxoded vertically. ApplIcablitty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibctng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OSI-Be Quality Standard, DSB•89 Bracing Specification, and HIB-91 iTek® Handling Installlnq and Bracing Rtcammendatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. M Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o s 0 a: joint and embed fully. Avoid knots and wane plates from from outside edge of 0 a o_ at joint locations. truss and dweb. a 4. Unless otherwise noted, locate chords laces PI14 C, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in 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. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93.85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018. 01 V HMPO,A/R Job I russ truss type ty y 13634719 DR1965F BG ROOF TRUSS 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. s Aug 20 7001 MiTe,n ustrles, Inc. Wed Aug age 1-0-0 5-3-14 10-0.0 14.8.2 20.0.0 21-0-0 1-0-0 5-3-14 4.8.2 4.8.2 5.3.14 1.0-0 Scale = 1:38.1 4x8 = 4 2x4 11 2x4 II 5.00 pT 3x4 i 3x4 5 2x4 II 3 2z4 II x II x II 2 II e 7 d 25 28 2x4 11 10 2x4 11 27 2x4 11 28 9 29 2x4 II 30 8 31 2x4 II 32 33 3xa = 3x4 = 2x4 II 7x8 = 2x4 II 2x4 II 5.3.14 10.0-0 14.8.2 20-0.0 5.3.14 4.8.2 4.8.2 5.3.14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.06 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.09 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=950/0-8-0, 2=951/0-8-0 Max Horz 2=126(load case 4) Max Uplift6 = -596(load case 5), 2=-535(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1678, 3-4=-1182, 4-5=-1182, 5-6=-1677, 6-7=34 BOT CHORD 2-25 = 1471, 25-26 = 1471, 10-26 = 1471, 10-27 = 1471, 27-28 = 1471, 9-28 -1471, 9-29 = 1470, 29-30 = 1470, 8-30 = 1470, 8-31 = 1470, 31-32 =1470, 32-33 =1470, 6-33 =1470 WEBS 3-10 = 60, 3-9 =-485, 4-9 = 507, 5-9 = -484, 5-8 = 59 NOTES (8) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psi bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 6 and 535 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1-0-0, 10.81b up at 3-1-1, 10.81b up at 5-1-1, 10.81b up at 7-1-1, 10.81b up at 9-1-1, 10.81b up at 11-1-1, 10.81b up at 13-1-1, 10.81b up at 15-1-1, and 10.81b up at 17-1-1, and 17.71b up at 18-11-1 on bottom chord. Design for unspecified connection(s) is 1 delegated to the building designer. •• / 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. •'" 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard .• . :: 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 No. 4.5161 Uniform Loads (plf) Vert: 1-4 = -74.0, 4-7 = -74.0, 2-6 = -20.0 , Concentrated Loads '• lb) STATE OFVert: 10=10.825=17.726=10.827=10.828=10.829=10.830=10.831=10.832=10.833=17.7 ( c s' Rk -A4•eo.M I INAL August 7,2002 Awwltdlmvo - v rUy design pamnfa tars and R&w xorics ox Tms Am R6vaRsls surds BSPORS UM. Design valid for use only with Mffek connectors. fhb design b based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotporotl3n of component Is responsibility of building designer - not truss designer. Bracing shown b for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erector. Additional permanent boating of the overall structure Is tho iesponsibillty of the building deslgnet. For general guidance regarding fabrication, quality control stotage, delivery, erection and bracing, consult CST-88 Quality Standard, DSO.89 tracing Speclficatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Puss Plate institute, 593 D'Onohb Drive, Madison. WI $3719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc2c3 other. cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i a:joint and embed fully. Avoid knots and wane plates from from outside edge of a y o_ at joint locations, truss andd web. a 4. Unless otherwise noted, locate chords IicesP 114ceC? C o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko 101 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 HYDRO -AIR o russ truss type ty y 13634720 DR1965F CG SCISSORS 1 1 optional) MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTe c Industries, Inc. Wed Aug age 1-0-0 4 1 s 7.60 10-11.1 15-0-0 15.0.0 1-0-0 4.615 3.5-1 3.5.1 4.015 1-0-0 Scale = 1:29.0 4x8 = 4 5.00 FIT 2x4 = 2x4 = 3 5 8 5x8 = 2 8 7 2.50j1F 3x4 3x4 a 7-" 15-" 7.6-0 7.5-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 VertILL) -0.12 8 >999 M1120 249/190 TCDL • 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TLI 0.11 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 63 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-95(load case 5) Max Uplift2=-412(load case 4), 6=-412(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES (7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 6 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 at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 412 lb uplift at joint 6. 61 This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Truss Engineer: Junaidie Budiman, PE/l45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard `9 iE br Y No. 45161 yk 0 riAiE OF rr Z O August 7,2002 Ver W dttlyn panamttem and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. WARNING Design valid lot use only with Mffek connectors. this design b based only upon patameten shown, and b for an tndWuol building component to be Installed and loaded vertically. Appscobplty of design parameters and proper incorporation of component b 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 tesponslbsily 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, etectlon and bracing, consult O1111-88 Quality Standard, DSB-89 Bracing Specification. and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onolrlo Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. WEBS Place plates on each face of truss at each For 4 x 2 orientation, locate= k 3 ,n QAo03. joint and embed fully. Avoid knots and wane plates/e" from outside edge of v a4. O at joint locations. truss and vertical web. a Unless otherwise noted, locate chords lacesP ce C, 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 18 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko FORM016,019 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. o , .. russ I russ I ype ty y 13634721 DR1965F J ROOF TRUSS 14 1 optional) LONGWOOD, FL, MiTek Industries, Inc. s Aug 20 2001 MiTe c Industries, Inc. Wed Aug age t •ao 7-0-0 t 00 7-" 3 Scale . 1:19. 5.00 rT£ 2 4 2x4 - 7•e•o 7-" LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB, 0.00 Horz(TL -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Harz 2 = 221(load case 5) Max Uplift3 = -250(load case 5), 2=-168(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to ;wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE//45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 13 t : No. 4.5161 r ATE OF ; w e.+rwge f1G`' ALAugust 7,2002 A WARM NG - Ver- y design parameter: and READ NOTES ON IWS AND REVMJI E SWE BEFORE USE. Design valid tot use only with MlTek connectors. This design is based only upon parameters shown, and is tot an individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component b responsibility, of building designer - not truss designer. Bracing shown is for lateral support of individual web member only. Additional tempotary bracing to Insure stability during construction is the responsibility of the etectot. Addilional permanent brbcing of the overall shuctute is the responsibility of the building designer. For general guidance regording fabrlcatbn, quality control, storage, delivery. erection and bracing. consull QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing RecommetWm frb ation availablehoTtuuPlateInstitute, 883 D'OnoDrive, Madison, Wl53719. M iTe k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against eachuc other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a '' 0 Q joint and embed fully. Avoid knots and wane plates from outside edge of a o at joint locations. dtrussand vertical web. a 4. Unless otherwise noted, locate chords laces I P ce 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. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oel' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko FORM016.019 TM PANEL O HYDRO -AIR CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. - 1993 Mitek Holdings, Inc. o , , ruse I cuss I ype Oty P Y R HORTON 13634722 DR1965F J1 MONO TRUSS 10 1 optional) F[—,MiTek Industries, Inc. 4.201 SRT-s`-Xu-g--2=1 e Industries, Inc. Wed Aug age 1-0-0 t00 100 100 3 Scale = 1:6.3 5.00 jTT 2 2x4 4 1 100 100 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 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 SBC/ANSI95 Matrix) 1 st LC ILL Min 1/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 168/0-1-8, 4 = 10/Mechanical, 3 =-7/Mechanical Max Horz 2=53(load case 4) Max Uplift2=-128(load case 4), 3=-28(load case 5) Max Grav 2=1681load case 1, 4=10(load case 1), 3 = 23(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-33 BOT CHORD 2-4-0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 28 lb uplift at joint 3. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE/t45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard XDIE 13 l iF/c •• Y N0. 45161 O SPATE OF .r 0 R 104',''''' ss OJUAl..•' August 7,2002 AWARMC; - VerjfjM 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 if for an Individual building component to be Instoned and boded vertically. Applicability of design parameters and proper Incorporation of component Is tesponslbWty, 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 btbcing of the overall structure Is tho responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult 057-88 Quality Standard, OSB-69 Bracing Specification, and HIB-91 M iTek® Handling Installlnp and Bracing Recommerldatlonovailable from Truss Plate Institute, 583 D'Onohb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 1/8' from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke FORM018,01 V General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL HMRO,A/R 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. o' , russ I cuss I ype ty y 13634723 DR1965F K ROOF TRUSS 4 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 901 7001 MiTe,industries nc. Wed Aug age 1-0-0 l 5-" t-0-0 6-0-0 3 Scale m 1:15.7 5.00 rTf- 2 1 4 2x4 = 50-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Well = 360 Weight: 17 Ib 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) 3=155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz 2 = 161(load case 5) Max Uplift3=-174(load case 5), 2=-152(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4-0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to :wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard Y• t . No. 4.5161 STATE OF cuss` o aBoa L August 7,2002 AWARI Va - verW design pamnwtem and R&W xaraS ON TMS AND JWVERM Sma Sat* M I =. 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 deslgnef - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during condiucllon is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Oua18y Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation ovaBabler from Truss Plate Institute, 593 D'Onoblo Drive, Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * 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 pia J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c3 2. Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate X k a ,o 0 o joint and embed fully. Avoid knots and wane plates from outside edge of a y at joint locations. dtrussand vertical web. a 4. Unless lacesotherwisenoted, locate chord Ce C, o at 1panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT M[ Tok/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko FORM018, 019 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. o , , russ truss type ty y 13634724 DR1965F L ROOF TRUSS 4 1 optional) MiTek Industries, nc.4.201 SR1 s Aug 20 I e( IIndustries, Inc. Wed Aug age 1 0-0 3-0-0 1.0-0 3-0-0 3 Scale = 1:10.5 5.00 ff£ 2 1 4 2x4 = 3-" 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc 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 = 69/Mechanical, 2=253/0-8-0, 4 = 26/Mechanical Max Horz 2 =101(load case 5) Max Uplift3 = -97(load case 5), 2=-144(1oad case 4) FORCES IV - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE/l45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard G`Q l F ICEj..' No. 45161 r O -. -03iATE OF . V 4 OR +os. August 7,2002 A wARm wc; - vsr•t fj f design panmrseter: and Rr w Narks ox rms AND tzvala w sms azm= uss. saes seex Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component 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 It 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, consull OST•aa Dually Standard. DSB-89 Bracing Spectflcoflan, and HIB-91 Handling Installlna and Bracing Recommendationovoliable from Truss Plate Institute, 583 D'OnoOlo dDrive, Mobon, WI53710. M iTek® 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. IL„y IL„ 17-71 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT M(Tek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeko FORM016,01 V AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. NLN'.® OM PANEL TM CLIP NMRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o , - russ russ type ty y 13634725 DR1965F M ROOF TRUSS 4 1 optional) r e n ustnes, Inc. 4.201 5s ug I e n ustnes, Inc. Wed Aug age 1-" 1-a-0 1-0-0 1-0-0 3 Scale m 1:6.3 6.00 jTT 2 AN 1 2x4 = 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 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min 1/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 =-17/Mechanical, 2 = 177/0-8-0, 4 = 9/Mechanical Max Horz 2=53(load case 4) Max Uplift3 = -25(load case 5), 2=-138(load case 4) Max Grav 3 = 31(load case 4), 2=177(load case 1), 4 = 9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4-0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. -The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 51 Truss Engineer: Junaidie Budiman, PErY45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard IEEE 13 GkYl R;;ry No. 45161 Y taC STATE OF a & Ioa, ANAL August 7,2002 Qwmxim • verM design pasanwters and Rana Noms ONTffis mD Ravandia sma BzMRa um. Design valid tot use only with Mfiek connectors. This design b based only upon parameters shown, and is tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorpowflon of component h tesponsibBtty 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 bNcing of the overall structure Is the responsibility of the building designer. For general guidance regotding fabrloatlon, quality control. storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss mate institute, $83 D'Onofrlo Drive, Madison, WIS3719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1314 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate X plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeke FORM018.019 j&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. TN PANEL CLI P O HMRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. _ 1993 Mitek Holdings, Inc. o rI russ I russ I ype ty y 13634726 DR1965F S ROOF TRUSS 2 1 optional) FC-MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTe(Industries, Inc. ad Aug age 1.5-0 5.3.5 9.10.13 1.5-0 5.3.5 4-7.8 4 1:20.1 9 3.54 FTZ- 3x4 a 3 8 2 10 11 7 12 5 5 2x4 II 3x4 - 2x4 - 5.3.5 9.10.13 5.3.5 4.7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO W8 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl - 360 Weight: 41 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 6-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 1 88/Mechanical, 2=634/0-11-5, 5 = 397/Mechanical Max Horz 2=218(load case 2) Max Uplift4 = -243fload case 3), 2=-535(load case 2), 5--353(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1099, 3-8=-1002, 3-9=-88, 4-9=44 BOTCHORD 2-10=1001, 10-11-1001, 7-11=1001, 7-12=1001, 6-12=1001, 5-6=0 WEBS 3-7=187, 3-6=-1068 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 243 lb uplift at joint 4, 535 lb uplift at joint 2 and 353 lb uplift at joint 5. 41 This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.01b up at 4-3-11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) 113 Vert: 1-4=-74.0, 2-5=-20.0 r` Concentrated Loads (lb) F C' Vert:8=10.1 9=-161.710=21.611=-12.1 12=-52.1 +.•. / G Y No. 45161 SO wTEOFORI L August 7,2002 AwwRIBNG - Verft design parameters and Been Norge ONTWS AND JtEVEMiff srue seFORe use. Design valid for use only with MITek connectors. This design Is based onty upon parameters shown, and Is for an InclMdual building component to be Installed and loaded vertically. Applloablilty 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 biocing 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, DSI.89 Bracing Specification, and HIS-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onoblo Drive, Madison, WI53719. M Symbols PLATE LOCATION AND ORIENTATION 1'i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 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 c2 Q o WEBS JS a: o_ o U" a ' ; O O U a u cr u O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-NallJolnt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke FORM016,019 SM TM PANEL O HMRO,A/R CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, , erection and installation of trusses, , 1993 Mitek Holdings, Inc. o r. .01Ilt russ truss lype ty y 13634727 DR1965F S1 ROOF TRUSS 2 1 optional) 1 e n ustrles, Inc. 4.201 SR1 s Aug 20 1 e Industries, Inc. Wed Aug age 1.5-0 1.5-0 15 1-541 3 Scale 1:8. 3.54 FIT 2 1 4 2x4 - 1.5-0 1-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.02 1 >908 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl - 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Vb/size) 3 =-40/Mechanical, 2 = 193/0-8-0, 4 = 6/Mechanical Max Harz 2=41(load case 2) Max Uplift3 = -40(load case 1), 2=-180(load case 2) Max Grav 3 = 500oad case 4), 2=193(load case 1), 4 = 6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 =-24 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 40 lb uplift at joint 3 and 180 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE/l45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2 = -74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 IFE D Q I t No. 45161 0'. STATE OF 0RIOsA' L August 7,2002 AWARNINO - Ver()'jf design pamnsrter* and READ NOTES ON THIS AND RE VEILSE SWE BEFORE USE. Design valid tot use only with Mffek connectors. this design b based only upon parameters shown, and Is tot an Individual building component to be Installed and looded verfioally. Applicability of design parameters and proper tncorporafion of component Is responsibility of building designer - not truss designer. Bracing shown Is tot iotetol support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the eteetor. Addibnol permanent bracing of the overall structure Is the responslbillty of the buiioing designer. For general guidance tegaiding fobrioation, quality control, storage, delivery, etection and bracing, consult CST-aa Quality Standard, DSB-80 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation ava8R ablefromTrustate Institute, 883 D'Onofrio Drive. Madison, w153710. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property All J2 J3 J4 TOP CHORDS owner and all other interested parties.. a c 2. Cut members to bear tightly against each other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate U 11 3 ' 0 a: joint and embed fully. Avoid knots and wane plates from from outside edge of 5 d y o u at joint locations. truss andd web. a 4. Unless otherwise noted, locate chord splices rA o at 14 panel length 6 from adjacent oint. This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MfTek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. N MiTeko FORM018,019 NLN'.® OM PANEL TM CLIP MMRO-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. M J, S A 7_- _ - -= M L L K K A9 All A13 A15 A17 A19 A A A A A cio A I pq A o I W I A ca, 5 o A A A A A A A2 i 14 CLG. 14-0-0 BRG. IN ENTRY A2 AG1 VOLUME CLG.---- AG2 ----- - -- BG B V1 A rNi I NI C: ALL BEARING WALLS TO BE PLACED - J- L 1 PLY HGR. q`I G TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. I A. d 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGS, L — - - — WALLS SHOWN ARE TO BE BEARING.. L 3 PLY HGR. 11 SIGNED APPROVAL: X JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: LOAMSHINGLES 407-321-1440C CU SPAN CUSTOMER: D R HORTON 5. H: 12' BY: T.H JOB NAME: MODEL '1965 "D" ELEV. BRG: BLOCK Permit #.-,_ V / - Job Address: • 31![ Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Zoning: '' 'Value of Work: i.h'a9.iy"i7y'Ct;:. i'.'f° et,{ t£'.t K» r;. 19 3 p717 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm FOQL . _ Electrical: New Service —:# of AA iPS Addition/Alteration Change of Service Tempor"y Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial _ Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required. for oeber than x) Parcel #: (Attach Proofof Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: _BE^ 1R HEAT lM & ,ADO . D ate License Number 7IVID;L1J Q. D9=l"Sj 8 - Phone& Fax: TAKE A -ARP 1G'T111? i c i'ii5` on1%m6AQ,' Ph'u 324A8 o ses3oa Bonding Company: Address: Mortgage Lender: Address: -----•----• - Architect/Engineer: Phone: _ Address: -- Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 ne in compliance with all applicable laws rcyulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF,CO ENCEMENT MAY RESULT IN YC)I'1T< PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONS 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 restricti s applica to pr erty that be found in the public records of this county, and there may be additional permits required from other governmental en ' es such ement dt,c state agencies, or fcdaal agencies. Acceptance of permit is verification that I will notify the owner of the property Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Perso6alk Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: -Zoning: Initial & Date) Special Conditions: ryeffts of da L' rfLaw, FS'713. c6 h,-5-11D3 Si re of Conacior/Agent Date RQIMPRT G. DELLO RUSSO P 'nt Contractor agent's Na e ignature of No_ry-State of Florida Date Contractor/Apen::i _ Ptersonal., Known to Me or Produce":-) FD: Initial & Date) (Initial Date) MIRINDA C. TURNER Y GOMMISSION 0 DD 212893 EXPIRES: June 14, 2007 B*Wed TThtu Notm Pubtic Undamitera 10-03-203 9:52AM FROM W 6 q 1 4,03 Permit # :,2e Job Address: CITY OFSAN]rORD PERBifT APPLICATION Date: _ Description of Work: S C- G ct i` jc e -2-7 Historic District: Zoning: Value of Work: S_ aOi 00 dew V'o pcqq Permit Type: Building Electrical } Meoht cal - Plumbing Fire SptitWer/Alarm Pool Electrical: New Service -# of AMPS Addition/Altetation Change ofServicc Temporary Pole Mechanical: Residential Non -Residential Replacement-_ New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Uncs # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Comm=ial Occupancy Type: Residential Commercial Industrial Total Square Footage: construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for office than X) Parcel d: (Attach Proof of Ownership & Legal Descrip Owners Namc & Address: _ Dr 'e .1 44 - - IZ" - ,41 %r, - _. i 3a a 3 Phone: Vzr%• Contractor ,Namc & Address: _ /%/e %?D' - /d f! r_1r1 . ../i , lf2af /fY0,01LL — w lr - L State License Number: E" Phone & fur: y 1%-ate?/i S yoJ-r-79.06o9C.1ct Person; o yNy .oo v' Phone: Bonding Company: Address: Mortgage Lcndcr Address: ArchitocVtngineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to theissuanceofapermitandihmallworkwillbeperformedtomeetstandardsofalllawsregulatingconstrvetioninthisjurisdiction, I understand that a separate permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNFB'S AFFIDAVIT; I certify that all of the forcgning information is accurate and that all work will be done in compliance with all appliuthlr, law. rc.ruladng Construction and toning. WARNING 1.0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y()t1)t PAYING, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OK AN ATTORNEY BEFORE, RECORDING YOUR NOTICE OF COMMENCEMENT. N TiCg: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification thit I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signatury ufOwner/ARenr Print Owncr/Agent's Date Signature of NotaryStete of I lurida Date Owner/Agent is . _ Personally Known to Me or Produced ID -- APPLICATION APPROVED BY: Bids:. Zoning: Initial & Date) Sr, e63; Cundainns: Sirnnturc of Con[ra or/Aptut Date Print Co /Agent's Namc Signature of N •State of Flurida Oat aP, sw Bonny G Logan Contractor/Agent is renonally Known to M ` hMY mlaalOn pp201651 Produced ID or ti Expires May 17 2007 Utilities: FD: initial & Date) (initial & Date) (Initial & Date)