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HomeMy WebLinkAbout270 Clydesdale Cir 03-1744 New SFHPERMIT ADDRESS CONTRACTOR D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER A ELECTRICAL CONTRACTOR a.,t &t-j MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION T _ m PERMIT # 0& * DATE PERMIT DESCRIPTION M SK PERMIT VALUATION SQUARE FOOTAGE d y m CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 270 CLYDESDALE CIR for which permit 03-00001744 has heretofore been issued on 5 09/03 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 tA; ,irAt t, I complies with all the building, plumbing, electr al, zo ing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed water) Subdivision Regulations Apply: Yes No DATE APPROVAL it • FIRE: Inspected Sewer Lines In Sewer Tap ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name 1 Signs I, ( cS Mr arg Street Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -BUILDING O1-APPLCTN FEE -MECHANIC O1-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES O1-FIRE IMPACT - RESIDENT O1-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 5 23 03 6/23/03 5/12/03 7/07/03 5/23/03 5/12/03 5/12/03 5/12/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 270 CLYDESDALE CIR for which permit 03-00001744 has heretofore been issued on 5 09/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 5/12/03 279.61 01-PLAN LTERATIONS 5/21/03 35.00 01-POLICE IMPACT - RESID 5/12/03 91.93 01-RADON GAS TAX FEE 5/12/03 17.34 01-ROAD IMPACT FEES 5/12/03 847.00 01AZECOVERY FD/CERT. PGM. 5/12/03 17.34 01-SCHOOL IMPACT FEE 5/12/03 1384.00 WD IMPACT:SINGLE FAMILY 5/12/03 650.00 SD IMPACT:SINGLE FAMILY 5/12/03 1700.00 D P, 00 0M OWNER BUI ING OFFICIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: ':k 46 63 PERMIT #: ADDRESS: CONTRACTOR: \ l C)Ar-\ 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 1 Utilities 9JA0/ 0 3 C) K- O.Swe'tri OFire 1 P DZoning 6 Licensing ! N I j' CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY lQ 3 3 REQUEST FOR FINAL INSPECTIOry _ _ _aecl GILD SINGLE FAMILY RESIDENCE**** I' DATE: q -\8 -C 3 PERMIT #: C,3- ADDRESS: CONTRACTOR: \ l P 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. 3Engineering OFire IMP lic Works ,` SI (ym o)g 1 191 oning I Utilities OLicensing N II ' CONDITIONS': ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** PERMIT #: C)3- 14 ADDRESS: CONTRACTOR: \ l P C)Ae-\ PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire r\ IMP DPublic Works OZoning 6" Zllli i u•- d 7'`P OLicensing !N CONDITIONS': ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCDPROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important Read the instructions on oaaes 1- 7. . SECTION A - PROPERTY OWNER INFORMATION For Insurance Conpany Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS pnduding Apt., Unit, Suite, and(or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 270 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 24, 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: 0 GPS (Type):- W or ##.#####1 NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME 03. STATE SEMINOLE COUNTY 120289 SEMINOUE FLORIDA B4. MAP AND PANEL BT FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER 65. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of floc ft) 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 entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Othervvise 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 Constudion A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the bolding diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, AR/AH, ARIAO Complete Items C3.-ami below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. Use the space provided or the Canments area of Section 0 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 flax (including basement or encimre) M. 5 ft(m) d o b) Top of next higher floor 47.8 ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) N/A. f t(m) wig o d) Attached garage (top of slab) 38. 0 ft(m) woe) lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 37.7 fL(m) E o f) Lowest adjacent (finished) grade (LAG) 36.6 fL(m) Z' P o g) Highest adjacent (finished) grade (HAG) 37. 91L(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o D Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) Y. 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. 1 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 ZJP CODE 320 E. SOUTt j S1 Et&TE.100 ) I A A ORLANDO FL 32803 9/18iO3 (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 CompanyUse: BUILDING STREET ADDRESS (Indudug Apt, Unk Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NCI. Policy Number 270 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC NwTtw SANFORD FL ' 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenttoompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DECSRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Sevat on Certificate is Intended for use as supporting fribmalion for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the buikfing, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ fL(m) _in.(cm) above or below (check one) the highest adjacent grace. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (see page 7), the next higher floor or elevated floor (elevation b) of the budding is _ t(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who competes Sections A, B, C (Items C3.h and C3.i only), and E far Zone A (without a FEMA-issued or cornmunity- issued BFE) or Zone AO must sign here. The statements in Secfi= A B, G and E are coned to the bet of my kmWgdga PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or cornmunity4ssued BFE) or Zone AO. G3. The following infomation (Items G4-G9) is provided for community floodplafn management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPUANCEMMPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _fL(m) Datum: _ G9. BFE or pn 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 DESCRIPTIQN: (AS,FORNISHED) LOT 24, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REOUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). I" = 30' HIGRAPC SCALE 0 15 30 NOTE: CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA ALEX RIVERA AND PHOEBE RIVERA AMERICAN HERITAGE MORTGAGE CORP. D 0) N O U-) N N O O Z NOT PLATTED 50.00' S89'33'46"E LOT 24 9.0. 40.0' 5.0 J' LOT 25 TWO STORY CONCRETE BLOCK WOOD FRAME c RESIDENCE FINISH FLOOR ELEVATION-38.48- N (N ur) 00 N p O N O— N 5.0' 18.3' r .1 . • ri 13.4' S.i r CONCRE7E ;' u •'. DRIVEWAY••• ' F 'v1 WALK IS UTILIT EASEMENT PT 161.77' _ N89'36'15'W 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 09-17-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SI4OWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED -EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON 1HE NORTHERLY LINE OF LOT 24 AS BEING S89'33'46"E PER PLAT. FIELD DATE:) 5/16/03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM40198 DRAWN BY: HOUSE 5-9-03 J PLAN 04-23-03 31 N89'36'15"W 50.00 VII1 ES 1 55.74' 217.51' CLYDESDALE CIRCLE TRACT A 50' RIGHT OF WAY LEGEND. BUILDING SETBACK LINE WALK IS 1.5' OFF J ass CENTERLINE Q FND NAIL AND DISC lB #6393 (9/17/03) RIGHT OF WAY LINE 3 4 EXISTING ELEVATION 0 FND 1/2" IRON ROD AND CAPLB86393 (09/17/03) CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS 6 DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRU PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W S/W CONCRETE WALK SIDEWALK TYP A/C TYPICAL AIR CONDITIONER CP CONCRETE PAD CBW CONCRETE DLOCK WALL - CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER 1-1316393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. t FOR THE 1 FIRM LLIAM R. M SCATELlO JR. PSM(J4 $ DATE I Jun 17 09 01:23p , p.1 0 Ct a w_* PLOT PLAN If V DESCRIPTION: A PARCCI, OI'• I ANU LYING AN;? 11t,(NC IN S=CTION 18, TOWNSHIP 7C Si)tJTH. RANGE 31 EAST. CTEY OF SANI'OKU. `4.1!AINOLE COUNTY, fLORIDA, BEING MUlo' NARKULARLY ULSCR13E0 AS FOLLOWS: COMMI-Nfr AT T-IE NCRTIIWr$T (-.pr?NFR Or Lot -:,. BAKERS CROSS:Nr PIIAS:. 1. PLAT nOOK GO PACES 77 IIIHOLIGH A); rl•ILNCE RUN NJU'21i'3U"E A DISTANCE 07' 89.73 rVE11': IHL•NCE RUN ,89-33'115"t A DISTANCE. OF 3.3R rrFT, HI.NCI. If.1.IK' N C0'7:J'79%. A UISIAW.'L OF 195.00 FErT: T111:NCt RUN S89'33'<F,"F A UISTANCE Or 89' AU FEET; THfNCI: IWN' S 0'25'29"W A DISTANCE OF 47.87 VFET: THENCE RUN S8',*35'Izi'E A DiSTANGr (A: 150.00 rl'Er 'I'O Trtc POINT :;r• SEONNING; TIII'NCr CON1'NUL 589'36'15"C A DISTANCI: 01' 50.00 FEET; TI II.NCE RUN ,00*2!j' 29"W A UI'.;TANCF_ 01' 11U.00 ! L::1; :IiLNt)L• RUN N89'36'10 W A DISTANC= Of r,0.00 FEET; TIENCr RUN NUO'25'79"f. A UI:;TANC^ C1I.iu.no rCCT TO TII- POINT OF nrGINNING. CONTAINING 0.13 ACRES I. 39'Su'1:'L I POINT OF :7 COMMf'NCEMLNT ` " I f'il(?f'OSEOIwumn• LOla.f LOT 23NI.tt Y•• Nrvu•.x+•A i LOT 25 uw(r. tmr,.ra 1 r MA 1, PLAr rlfx:A f,0. 1 vAnv a: -71r. 1 1 NOTL WE DO NOT ACCEPT RESPONSIBILITY FOR ANY CRRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN 13 BASED ON. ll!L.,rTC SF,IUA::KS rR ON T: 25' WLAN: 20' SIUL: CORNER. 13' JAIV•M UNI LOT PADTIt 50' P1^ __- . I:M•)6•10'L' PRFf'Ar<r 7 FOR: Z 011. 110IR KIN L111 24 I:tiN TNfn; ;;i:::J IA1A.0 1105 911alfalll4. :a N/IrV11ti 7107 :AkJAr.L FEET L A tU7Al CLwlY2E TC Sn4 1- fi,: r _ i, (-LVAIIONI: SIICINN N7I; om I.OT (OW)INC rt Ali. ROmm) DY mr. CLICNI. Itat Pl7r PLAN I. wuiwiMn rr.T) Pci u ijimt; 1'WOWSts WY. TIT. I. NOT 141CNOC3 TOR 1•11: CEN<:::IAICII(1N Cr 111E pr,,IpUSrn NOl15r, r.•rIT.R to Inxl.r IIAN AND U!t AEI. nUII.DING SET DACK LINES Zol*" Ii,ImYi1C( Pltt D. tIF, V'i11EO OY CLIENT AND is FT)n INrfIRMAT10NAL MOM J" lr' THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I IIAVC rx.U11NTD Tllr r1.R,L1. commuNIIY 110KEL ND I:O;!d'J LXP43 C VATrD 4/17/n3 ANT) FOUND tit. S'UU]L0 PRUP07Y A4PrA)7. Tn II' IN ZUNL X. ARrA OUltiix: 100 YEAR FLOOD. CE. APINOS SNOWN IIERE(W ARL' OA;a,T) ON lnt: NUNTI-ERLY Ll OF LOT 75 OANCRS 17..10SNN0 0IA`• A-. I AS f1111: NAW.W.Urw rm PLAT. p. ILLD nnif_) RCvtstn; AI' I%(A't I1 NY: r.• xIAD1os - __.._. •-•-- n:D Ix1AY 11): __..-. .. _. 07 rl •N 0A 1]-UA C'KUi POINT Of R:: CINNING TRACT " 0' OPCN AREA 50. 00' S89' 36'15"E I UPROPOSED OAAeAn rvr.w:: 111A:C T Jj LO r 24 I:.: AIMAIX I<r•E A nn• 1 _ PROPOSED LOT 25 MONXTO o WXICL 2019 Oi I WIFAICD rLO:)n a0 N t, ELEVA71014-31.0 b N O N / I. r- O I 0 Oz .d.o _..._. V) N89' 36' 15"W L_•. J 50.00• Pnnr•u,Co pr A of gIG145h- bAN W UNNAMED ROADWAY TRA( i A 50' Incar W nAc I YGENC NAcIN 11.Iyn11 ..NK .6WA L<.. ..... CIN1r F.PA. iM I • Ir 1!IwAYfY 11 1. AA_ WL Ntt !hNr pr Lilw"A.yl f.ATJ: yy 1*'L rx:rtrnu ur..All- i .: w ww-w•N _ 1,,- lu •w"n mYIIWrA w1 1l nfx•IINL•/.. I LC W,fN Iw INO9:RY WrAAI•G CA QV)ilN UA1111 NAAIK• Lr Iwi A- rcw "c IaAurtr. -, I, cvAVANxIY Pr ca•w. pl ,nr[w'wf N Almrwf llrNnvl r\1Mr V Iu.rL r,,w n rwAN xr : xA•rpA IVNI rR e A,gr M1u: a Iw VAr.nrw( 1'1 PrItPIAIKMn'I M.r w IA . rm. MLIr I.. I rl+L'1Y l:n C_` t rr ArnA aw:rl l( PLIX-< rrlNl c/Ir UN Al nlr nr AAan vwn tY' MAI I tr PA[I L+( l' ccrrl 'AAO P"AC1 PAA imAN1A : f/A .i f 1 r'A, NG NAIVNAI I,/rAr.: ( Rp Lx rx]AI. 12Cpt0. nitc< r, rllr sUR'h: YON NAS NOT AO:(NA(:fEO 'Ilr, LAND SMOKN IIEnCON VON EASEUCNT7'', mGIr OF IVAY, RF.TMCC!' ONS OF RCCOrr' MIIC'1 MAY AfF Cr ILL TITLE OR imir rif RAL LAND 7. NO UNUERCR"D ilAFn ON NlNIS IIAVC MEN LMAI Er) F)CEPT AS rIQM 1. IMT VALO M1LIxrt WC AN. Pf. 0-0- I RASED :SAl 0' A fLORIDA IJCEN9:1 'i.'RYEYOR AND MAI"'11. 511z/ o3 r pl DA.1 LMUItY E. Cn -, f+.'aM yAxn3 oATo ODr ss%) THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. U6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NARYANNE MORSE9 CLERK OF CIRCUIT COURT SEMINOL.E COIIM BK 04609 PG 0617 CLERK'S # 2003076111 QED 05/07/2003 IM32t 18 AM RECORDING FEES 6.00 RECORDED BY N Nolden NOTICE OF COMMENCEMENT Prepare in duplicate) d 0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 7'13, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 24, 27, 29, 30 & 31 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone th Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(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(l)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (I ) year from the date of recording unless adifferentdateisspecified): D.R. Horto c. 0 by: KODer[ A. Lawso"sistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 5 day of ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a Delaware Corporation, a is t i roporati n. Fie/She is personally known to me. Notary Public, State and County Aforesaid otary tgnature OFFTCIAL NLYrAKYSO PATRICIA COULTON NOTARY PUBLIC STATE. OF FLORIDA COMMISSION NO. D13134330 MY COMM!;'W'r.! rXP 11.11wY 26,2006 Notary Seal MAY 7 W CERTIFIED COPS MARY.ANNE MORM CLERK OF CIRCUIT COUII'! SEMINOLE COUNTY. FLOMDA 11111•. ©EtPU1'Y GLUM CITY OF SANFORD PERMIT APPLICATION Permit # : 63 - (may y AA / 11 Date: Job Address: -Oak, ZZO'41t#_Qh 5 5 ' ^1 . 11O C (V d nn CC . Description of Work: CJy,-?tth P(,..t~,+ _ 0%" (L. i AAI - ti I Historic District: Zoning: Value of Work: 3-4d Permit Type: Building Electrical Mechanical Plumbing X Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Mechanical: Residential Non - Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets 3 Occupancy Type: Residential Commercial _ Construction Type: # of Stories: Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: t' (Attach Proof of Ownership & Legal Description) Owners Name & Address: D. QR. A—^ Phone: Contractor Name & Address: ADVANTAGE PLUMBING, P.O.- State License Number:UVICF- CUS fiH 9 Phone & Fax: EDO, FLORID a, 7 Maf b4 Phone: N - S 5c, 4 Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that this county, and there may be additional permits required from other governmental entities such as water managemen trice Acceptance of permit is verification that I will notify the owner of the property of the requirements of Fla ' n Law, FS 7 Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Date Date of Contractor/ Contractor/ Agent' s Name 4C I t1 of Notary - State of Florida at found in the public records of gencies, or federal agencies. Efate l zo /l to s/ Z3 3 Date y rt' Yry M ARTHA Y. HALL Contractor/Agent i ` o OHS% kyl {l C 878840 Produced ID 't'C a N8 1,2004 F.H.. Underwritera Zoning: Utilities: initial & Date) FD: Initial & Date) ( Initial & Date) 5-06-203 7 : 09AM FROM wrirors..:•r..,rr:cvw•.+.r.<:re•.r:c.,,.e.•,:v,,,,,r.,..:.,.._...,,•,,:.,.,•.,.,: CITY OF SANFORD PERMIT APPLICATION Date: S. Permit a : Job Address. O — z ' DesC(iption of Work: C°rA--f-I C• C- \ Wooll P1610011 +a+.fie YY1ue of Work: Permit Typc: Building,_ Elcutrical „ Mechanical Plumbing _.- Firc Sprinkler/Alarm pool ,• Electrical: New Service - 9 of AMPS _5 Addition/Alteration Change of ServiceTempor8ry Pole _ Mechanical: Residential ' Non -Residential Replacement New (Duct Luyout & Energy Chic. Required) Plumbing/ New Commercial: A of Fixtures A of Watcr & Sewer Lines a of Gas Lines Plumbing/New Residential: k ofWater Closets._ Plumbing Repair - Residential or Commercial Occupancy Type: Residential 1, Commercial Industrial Total Square Footage: _ Construction Type: p of Stories: is of Dwelling Units: Flood Zone: , (FEh1A form required for other than x) Parcel a: (Artach Proof of Ownership Q, L cgal Dtscriptton) L ( t- 41,A krwyv) S In2SD Owncra Name & Addresa: o r. Contractor ( Vame & Address: Phone 6r Fax: L/0-7 .. Bonding (: nmpsny: Addre, s: Mortgage Lender. Address: ArchittvVEngineer: Ue- rya `.- • ..-- . . - _ r - 2, Z7 ei% state License Numher• UU 1 SZ a Contact Person: M,X t e Phunc:00 C Phone. Fs a: Address: - Application is hereby made to obtain a permit to do the work and imullations as indicated. I certify that no work or installation has cominenetd prior to the issuanceofapermitandthatallworkwillbeparformodtomeetstandardsofalllawsregulatingeorulruclioninthisjurisdiction. I understand thut : scpantc permitmustbesecuredforELECTRICALWORKPLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATEttS, TANKS, and AIR CONDITIONERS, cle. O ER'S AFFIDAVIT: l certify that all ofthc foregoing information is accurate and tout all w%wk 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 TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTFND TO OBTAIN FINANCING, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORe RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition in the requirements of thin permit, there may he additional restrictions applicable to this property that troy be found in the public rc4ords of thiscounty, and there may be additional permits requirod from other govern rienul cnnhca such as water management distrittc, stare agencies, or federal agencies. Acceptance of penni[ is vcrirlcution that I will notify the owner of tht property of the requite me of 1'l0 'd Icllt Signature of Owner/Agent Uate 5irrialure of ContDate v 0 Print Owncr/Agcn('s Name Print Contractor/Agent's N qpc rf Hato ignaturcofNutary•Surc of Flonda Si. azure o N' •$tact tit FIonJ Uut- cv/ t, lwn r/nGtnt ie _.._ Pertunnnv Known w Me ur PruduCdd II') ._ _.. AN' LIC'ATIUNAPPI(OVCI)IIV•Illdg:_...... -- Initl: tl & Dare) t•' uwractnr/A,cnt IS V Prr;(.na,ly Known to Mc u P.' oducV'A II) bwial & Dale) (lnrual ti I)ac) (Irru:,l U71c COUNTY O[ S[MIN1)L[ IMPACT FEE STATEMENT ISSU[D D-Y CITY U[ SANFUW0 STATEMENT NUMBER 103-75454 DATE: _ BUILDING PERMIT NUMBER L. ~] CITY) COUNTY NUMBER: _______ UNIT ADDRESS: ................. -------------- TRAFFIC ZONEx JURISDIC[IUN: SEC: TWP: RNG: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LO* if.. OWNER NAME: ADDRESS: 7617__/// /^v_^___//.__._/ APPLICANT NAME: ADDRESS: ` LAND USE USE CATEGORY: 001 - Single Family Detached House lY['[ UC[; Recidential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER 0 & TYPE TOTAL DUE TYrF DIST SCHEDULE DESC. UNIT OF UNITS DOADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 70=0 ROADS, COLLECTCRS NORTH O dwl unit $ 142.00 1 $ 142.()0 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 S7ATEMENT / REC[lV[D BY. SIGNTURE: ______^__ PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY 0dN[]R AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1-COUNTY 3-CITY 2- APPLICANT 4-COUNTY TNK) TE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PURMIV. P[ kSUNS AR[ ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THnN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REPUIREMENTS OF T1|E COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEAL MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-74Y4. PAYMENT SHOULD BE MADE TO: CITY OF 3A#FOND BUILDING D[PAKTM[|{[ 300 NORll| PARK AV(]0UE PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD Q]VE|U[NCE T||[ UTATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE T0` LEFT OF, T141.,: NOTICE. 1** T|(IS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A|* 1TTT********** ffSINGLE FAMILY BUILDING Permit # : Job Addrr Descriptie Historic Drst.rrct: t r!^^.: .':i.)`.jyi%. •".% - r y Ftt 1:a_a'X`"q'TY: j1s pN{ %. 7, y •• ,• e. •'lrl.' y tti, CITY OF SANFORD PERMIT APPLICATION 03/75/c/ _ . 17-7,o Zoning: Value of Work: S n C./C/ ci Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Fool.____ Electrical: New Service — # of gMPS Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & nergy C4% Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial_' Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required. For other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: License:\umberRODOiai'Q DRum Po32448.. 7_3 51 Phone: 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 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 i ,c liance with'all applicable: Ir wn regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME EM NT MAY LT IN YOfff< PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,•C SUL WITH YOENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that I %till notify the owner of the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personalh '.<no%%n to Me or Produced ID AITLIC ATION APPItOVED BY: 131d Zoning: 4t, 4.2l & Date) Specia! Conditions: this pr that may, found in the public ords of nart ant distric state agencies, or- fe• al agencies. tfinents 9( ,rida Lien La !FS 713. r) k3 Signature of Contactor/Agent Date Ro6e- c+ c. 0e-1 o RLA'SSO Signature of No--y-State of Florida Date Contractor/ Ac:-::i Pcrsonali Known to Me or Product,' : D Initial & Date) Initial Date) On-itial & Dau MIRINDA C. TURNER f . ZM:Y MY COMMISSION # DD 212893 EXPIRES: June 14 2007 Rf. Ih &xded Thru NdW Ptt rk Urdz wAw REVISIONS PERMIT # " DATE ADDRESS 2- 70 C1-4dcsAgle Circ-,1e CONTRACTOR j,,IG pm LccJ6 PH #40-1 5-1 c1 I D( DESCPRITION OF REVISION: UTILITIES FIRE BLDG FAX # 407 ji - gzZS PLOT PLAN DESCRIPTION.' A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 29; THENCE RUN N00'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N 00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 897.66 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 47.87 FEET; THENCE RUN S89'36'15"E A DISTANCE OF 150.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'36'15"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'36'15"W A DISTANCE OF 50.00 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 110.00 FEET TO THE POINT OF (BEGINNING, CONTAINING 0.13 ACRES t. I 589'33'46"E GRAPHIC S0' ALE 0 15 30 POINT OF COMMENCEMENT NORTHWEST CORNER / OF LOT 25. 3.38' — S89'33'46'E 0: 281'3'3" %__ S89'36'15"E PROPOSED LOT 23 LOT 25 BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27-29. I NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. — — BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' PREPARED FOR: D.R. HORTON Ld POINT OF BEGINNING TRACT "B' OPEN AREA 50.00' S89'36'15"E PROPOSED IIBAKERSCROSSINGPHASE2u LOT 24 n DRAINAGE TYPE A 0 40.0' 1 5A PROPOSED MODEL 2879 FINISHED FLOOR b ELEVATION=37.9 n I 4A.o' — y^h n 5.7' n 5.0' 19.6' 14.7' 5.0 J\ UTILITY EASEMENT 3j N89'36'15"W 50. 00' PROPOSED o^ INLET NII PT 55.74' PI N89-36.15"W CENTERLINE OF.) 217.51' RIGHT-OF-WAY ui J w J NNAMED ROADWAY mu, Q. TRACT A ec 1- OF WAY LOT 24 CONTAINS 5500 SOUARE FEET f I LEGEND v THIS STRUCTURE CONTAINS 2107 SOUARE FEET t TOTAL CONCRETE 544 SO. FT, t TOTAL SOD 2849 SO. FT. t 1. ELEVATIONS SHOWN ARE l copPLANSPROVIDEDBYTH 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. FIELD DATE:) REVISED: CrAI c. 1" = 30 FEET APPROVED BY: WRM BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL PCC PROPOSED ELEVATION POCoR PROPOSED DRAINAGE FLOW PD CONCRETE IN L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR pC PRM PERMANENT REFERENCE MONUMENT pI PCP PERMANENT CONTROL POINT PRC P) PER PLAT PT M ) MEASURED TYP CALC) CALCULATED A/C FND FOUND COW C/W CONCRETE WALK RP S/w SIDEWALK R CP CONCRETE PAD CS PB PLAT BOOK C PCs PAGES R/W NC NATURAL GRADE ORB so. FT. SOUARE FEET PROPOSED LOT 25 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH OENO TES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 511?-/03 JOB NO. ASM40198 UP HOUSE 5-9-03 j DRAWN BY: LOT PLAN 04-23-03 AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8d6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 FORTHE FIRM EMORY E. COW, PSM #4403 DATE L—a4—I-12.-J=) ucpirfl r f4U1.1 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION 1 U 1 Permit Number: —• 1 Date: The undersigned hereby applies, f/or a permit to install the following electrical: Owner's Name: l/'.Q hb To r dc_ll Address of Job: C Si ls ? 3 _ Electrical Contractor:,44hm 40,o6 /"moo//uc a.. ele es Residential: 100" Non-Residential: Number Amount Addition, Alteration, Repair iResidential & Non -Residential New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Descri tion ofWork: o 00 iv Application Fee. 10.00 Ce TOTAL DUE: D. By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State Licerise Number Limited Power Of Attorney DSCPh} S t I hearby name and appoint: Craig 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 -Ito 0 sanvo, For a residential permit for work to be performed at: Lot # : ;9,4 P-a Subdivision : 1?akus cross'l-q Address: aR-{j C.LyMSDl-\l.C- C,tVICL-67-n"AMF-D,FG. 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 instrufnenwas acknowledged before me this: Date: 3 By: Richard B. Ladd ( Contractor ) Who is personally kAowd to me. State of County Notary Seal A Q X REST C O N-rRQ L_ 06entr1eon' Col6ny,', tan Sentricon* Colony Elimination System Pretreatment Plan Agreement Dnte of Install : Contract Number PliCHASERS NA`TE AND ADDRESS ddressS, "h tS \ _X._ `Z City/State/zip ll ti`'x, i 3Z2,zz Phone R Email Quarterly Payment Amount yt'.ta"a`' "` First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone R Ema iNST;ILLATION ADDRESS: 24O C-L,`f'DF1 i ALE tizCLE, _!-lF-0 17 P(. , 3 2 4 oZ SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 7 EfU_j, DA. IAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will ni-rant 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 S1,000,000. 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 GOVEFLN THE RELATIONSHIP OF THE PARTIES. apex Representative Signature Date Customer or Agen 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). monitor those Stations for twelve months from the date hereof; during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and during those years, inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementforSt?t ri c,, er quarter (3mo period) payable on or before the end of the previous monitoring period. :afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per yenr. 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 -1terunderpiertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefauityplumbing; 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 destroNinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. Failureof .apex to alert the Customer to nny of the above conditions does not alter the Customers responsibility under this pnra;rnph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR Ii`•IPLIED. INCLL-DING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRA.INTES OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF, WORKMAYLIKE SER%'iCF. FURTHER, COMPANY HAS MADE NO AFFIPUMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERvICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARR.LNT1'• Customer expressly walves 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, econo:- ic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentrinvhaveand (2)it is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERi\SS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply %ylthout exception. 1, DOWELANCO OWNERSHIP OF SENTRICON• SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentrlcon *System (Components) arc and will remain to property of DowElanco. The Customer has no rights to any of rileComponents, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System r a. Apex will: (I)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) ive the Customer credit for service paid for but not yet received; (4)if agree on use of a different form of termite protection, g the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;. (5)retricve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial Installation. Prior to; (i)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DANLAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging an%• part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYNIENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may ithout 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 b\• Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, strikes, embargoes, flres, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of apex disclalms 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)tcrmite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)arens of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder. Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Thr proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it - designee. The arbitrator will have the complete power to determine all Issues of fact and taw, and any determination of the arbitrators tvil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement behvicen the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of installation, terminate this Agreement anci 1> relieved of any Ilability hereunder if Apex determines, In Its sole discretion, that it is unable to prevent or stop further damage to Proper, from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writin" t The Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the scientific Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection Nvas requestc by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex -ithin thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Fnulkenburg Rd NMerrittIsland, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT I, Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Foundation plan indicating footer sizes for all bearing walls. provide side view detrtilsa. of these footers with reinforcement bar replacement. b. Floor plan Indicating Interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, loention(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florlda requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. C. Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: es/Carports - 0 ` GarngS.F. Porch( s)/Entry(s) _ S.F. Patio( s) i 0 1 S.F. Conditioned structured S.F. Total ( Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: n. Utility letter or approval when public water supply and/or server system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR EN 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 I. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Ltntel- tic bearfls - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10, Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical flnal and plumbing final 14. is. Building final Other DATESIGNATURE By Owner or AuthorizeAgent) D. R. HORTON HOMES 2 ni`„ n SFR PERMIT PACKAGE K CITY OF SANFORD CHECK LIST LOT # 2' SUBDIVISION: BAKERS CROSSING ADDRESS L E. c I rzc.LE til cOP-D Pb, 39R:7ga 6'#2(f,L (1/1*r BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS 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 Dr,ue,a)(i J t CITY ANFORD PERMIT APPLICATION w Permit No.: t / ^ 1 Date: - a9 - C7---> 1 Job:Address: 9,10_ c-L-`I )eSUA'L8 G11:Z c SA&WVP-D, FL• %sat11-& Permit Type: Building Electrical Mechanical Plumbing Fire AlarmlSprinkkr Description of Work Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AND Service (# of AMPS ) Plunibing/Residential: Addition/Alteration New Construction (One Closet Plus A(ditional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Z(oy o Occupancy Type: Residential _ Industrial Total Sq Ftg: )-'=00 Value of Work: iCommercial Type of Construction: ,51c'-K- Flood Zone: Number of Stories: 'c?- Number of Dwelling Units: .1 Parcel No.: Attach Proof of Ownership & Legal Description) Owner/Address/Phone: p0=0 Contractor/Address/Phone: QiCkyaz 0l State License Number. C L O SSA Contact Person: tPAILL2 Go+oN) Phone&. Fax Number. AC748%'q -9 ka 4n1laff-q PZ2!e> Title Holder (If other than Owner): N Address: Bonding Company: N Address: Mortgage Lender: S f'` Address: Architect/Engineer A •8• ' E 0 C tt o)F' Phone No.: 4"l Address: J SR • I34 S, . 115)11 A t U . R Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating oonstruction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. r="A I kok-1 - &- 1Z Signature of Owner/Agen Date of Contractor Agent Date C L G Ci Print gent's a Print Con c r/ gent's N Signature of Notary-Sta on Date S gnat - e of da Date 1 NOTARY SEAL OFF. A PA LNOTARYSEAL t :'s' COULTON PATRICIA COULTON NOTARY PL .i iC fNP£ OF FI ORIDANOTARYPUBLICSPATEOFFLORIDACOMMISSIONNO. DD134330COMMISSIONNO. DD134330 MY COMM ISSION EXP. LY 26 MY COM SION E`P. IULY 26,2006 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally KnoNtr to Me or Produced ID Produced ID APPLICATION APPROVED BY: S --- Date: Special Conditions: ONE et v000 CONCRETE OP CAULK. BETWEEN WOOD BUCK a BLOCK Bt OrMERS nASONRr OPENING 6r OinfP,S MA$'Y, OPENING Br OTHERS CAmH: BETvEEN v(NDOv fLuQ£ n I a WOOD BUCr. 7 1-t/•' IN. A EMBEDMENT By I-V•• niN BUCK WIDTH) CM aE ONCNT INSTALLATION ANCmOP, DNE BY WOOD 3/16• DIA, TAPCON y D BUCK a1 OTHERS I1` SHIM A: REO'D. R (GID V(NTL 1/.• MAX. GLAZING BEAD (SEE r TCU INSTALLATION ANCHOR (TTP.) M6- DIA. TAPCON STUCCO Or OTHERS SHIM AS REO•D. C 1/A' MAX. GLASS PERIMETER (SEE NOTES)(iYPxSCC NOTES) CAULK BY OTHERS ST 0 By iM RS v iJ FLAKE TYPE 1 FLANGE TYPE WINDOW FRAME WINDOW FRAME , JIL43 CAULK BETvEEN RIGID VINYL )FADER W(NDOV fLANGE PERIMETER v GLAZING BEAD t WOOD BUCK CALALKirPJ GLASS BY OTHERSDOv (TYP.) (SEE NOTES) V.v. IGH(T) (WINDOW WIDTH) Ex BUCK CAULK 6CTVEEN WINDOW HEIGHT) FLANGE C PRECAST SILL v/ vULKr- 116 ADHESIVE CAULK. OR APRV'D. Ea. SECTION B-B FLANGE TYPE PERIMETER vINDOv FRAME CAULK X SILL BY OTHERS 1 9 r W.W. - CAST SILL f a By OTHERS Q A NOTES' SECTION P,—A FA B C 1) SHIM AS REO.O AT EACH u+STALLAT10N NICMOR. 1UUr KLQw=ELF 2) XSHIM STACK t0 eE I/.-. DDOwFRAMEMATERIAL: ALUMINUM ALL01 5053 3) INS(ALLATION. ANCHOR MUST BE OF SUFFICIENT Lt.. 10 AC ,Ze rr— MIN. EMBEDMENT OF 1-I/a• INTO MASONRr OR CONCRETE. IUSESOLIOM12EDACRYLICCAULKBEHIND -wDOw FLvIGE A: HE..okJAMECSILLMUSTBEArTACHEDTOTHESU3STRATE -i- J ( VULKEM 116 ADHESIVE CAULK OR APPROVED EOIJAL• I u 5) USE SILIANIZED ACRrLIC CAULK FOR PEH'IME TER SEA, AROLwGEA(EF.:G OF MNDIIw FLANGE. 6) IF E-C! M7NDOw SIZE IS NOT LIStEO IN ANCHOP. CHARr. US: v,C HOF C+JANTm LIS;EO wttH NEAi LAACER SIZE. FOP. ;-: APPRGR- DESIGN aRES WPE REO'C• _ I 71 GLA=9 f---ICi M.•r VAr' PF. PERTHE - L•IFEMENiS 0% AS,*.L ElioocL•SS ssCgARIS 6) L:T7EP C: SIGNAtWNS ON THE iAPCON 'OrArtON C):API IN10143.: EXTERI T;- - ANCHORS ARE TO 5: IN i7AL'_:• '-HEN U?-C ExiER10- :LEVATION AS A KEY S) ALL FACT:P7 APPLIED TOLES NO; OESIGru T:J FOR IA.-CCN A.NCHOF SnOULO EE rIV_:O wqN /.• SrPEIr rr S,J-F,C:El, t0vRO:`- : MIN ./_ w EM-EJM:N; w;o wrAo Eltir I A. - IO) FI ORIO• :1L:u0:.:5 KCO 5:-1Ei SINGI•: a;.•,r IS SnrJwa :-Is PRIN; A'. ): l=P:lr_ ;? : _ FLOF.IOA E(::. L'::=i it, A _:CCH \ //-- S _- CE] HUNT:` _ I c_ •t// Ir I 10 I\ CAIAK BETVEEN WOOD BUCK a MAS' Y.. OPENING BY OTMCRS CONCRETE OR MASONRY OPENING BY OTHERS TAP ON LOCATION CHART CALL BUCK • LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE _ SIZE 30os TO aOov ai.s/ 10 7oPSr 30-Sr TO 4G.y 41 V 70 70,, 12 1316 I/a a 25 e E F.G 1 14 16 1/6 i 37 3/8 6 8 F, c F, C I45 Ia 1/6 a a9 s/6 6 e f.G . : •5y: F,G n} Is fa 1/a t s5 1/4 a 1/c e e F,c :. . F.c 16 61 16 1/6 a )) e Be F,c .: jC• F_G 17 1 1 6 t a3 B y 1- 2 25 1/2 a 23 6 e rc -. FGJ.K .: K3 25 1/2 i 37 3/8 a e Fc ;;-> 1M4IH. s 23 1/2 X 49 5/6 8 6 rc y IH5 25 1/2 a 62 6e f, CJJ Fc fF,c>J rr,cJ:J IH6 IH7211/1 : 71 25 1 7 a 6] e e F• c - r,C,HJ 30 1/ 1 . 26 29 1/2 a 25 e fpJ. K 30 1/ 2 . JOB 3/a 29 1/2 i 37 3/6 8 e F•c -F,c 30 1/2 . 50 3/6 29 1/2 X .9 5/6 8 e FA F,G,HJ 30 1/2 . S6 1/a 29 1/1 t ss 1/. E 6 F,G F,G HJ r.c F,c,NI 71 3029 1/ 7 t 71 7 BE r,c.mi F,G.HJ 1 2. a. 29 1 2 t 63 8 fi F.G.J,K F.C.J. 23 2. 36a 7 J/e e E F.c f,G 2(5 36. /3/ a e e F.c F.c.H 25 36 i 55 1/• 36 1 61 e 6 e F. c F.c.Hi 26 36 a 71 B e B F.C.M.1 F,C,H1 F,GJ+ J O.E.F.G m) 27 6i63eer,C,JK F,c,H.IJ.K 1 . x 3/6 ai K 25 I 323/a e c B FFf,G,HJ 5/8 i . a . s 5/8 e e F.c r.G.HJ ee sEF,cJ1F,G.nJ 2 63 2721 67/• 41 i 7t B e r f,cJ(. I, O,E.f,GJU 1 a l i 63 e e F. G."i O.E.F.GJU Bit a, X 25 5 C F,G.M F,G.J,K JJ K Al. a 3L3/.3 7 p 3/t g r.-a 44 sa 1/. 47 . ss ,/• A.c r.G.MJ F.C.H 46 . 63 a7 7 62 B A-C F•G-HJ O,E.r,GrJ 6 72 47t717 . 63 a P A.0r F.c.MJ O.E.F.cxl r K F wl V 32 51 I/+ a 15 2 A r f,c F,G 17 1/6 77 )/e 6 0 r,e F,L.HJ 3• 51 1/ t a .q 1/8 6 A.0 O,C nJ F.G MI 345 51 1/2 K ss 1/. B A.0 F.c.H.1 O.Ef.G.nJ 35 52 1/a 1 62 E A,C F,C,M,1 36 37 57 t/t . n 1,, .1 . a3 1,A-C F.G.li,e O.E.f,GJLI 0 F.CJ. r. O.Ei.G.J.ZJ.r. 1 1 37 SI:E NO; AVMLaEL: In ICOO OP. IYO SEfiIEi FLORIDA EXTRUDERSINTERNATIONAL. INC SANFORD; FLOPIDA TITLE: iNSTc!_I_ ai.L'r; crI_ HUNG _ !7.: nr - j=F.i=S !000 i500 .. •=00 0FA-YV BY: i APPROVED ST. A_uil Jl1 / t ,:GALE .._- DI'r L-XiJ:J)• CAULK S--TVEEN VINDOV FIN L SHEATHING INSTALLATION ANCHOR te VOOD SCREV STUCCO By OTHERS VINDOV HEIGHT PERIMETER CAULK a, OTHERS EMBEDMENT SHEATHING TvO BY VOODBYOTHERS BY lIMCRS SHIM AS RCO'D. viNcav viorH 4' SHIM AS PEQ-D. - qjE NOTES) SEE NOTES) 4,0A B-0-AS CENTEI.." F ti!-- NAM-- Mk4UFACT. tam. 1/.. MAY SHIM SPACE TVO By vQODrSTUDBYOTHERS 11 milk EMBEDMENT t;4- MAX. SHIM SPACE GLAZING.tTTPJ F cScC NOTES) 14AS 'TER SHEATHING• FIN TYPE BY OTHERS., viNDaw FRANC 7, J.. HEADER rim TYPE ICAULK.BCT ViEm GLAZING (T P.) VINDClV FRAME FIN SHEATHINGSEENOTCS" VINDOV JAMS 1IDTH PERRImET CAULK rvINSTALLATION ANCHOR 68 VOOD SCREV A By OTHERS GLAZING ( FTP,) SEE NOTES) FIN TYPE iNDav rRAPIE PERIMETER SIV-PBLE SILL CAULK SrD. Hcp Br STEMOTHERSI NSIALLAN J,N -NC.CP R-0 S '-'CC-3 SERE: 0 5. -CO.) O7., E;!t s; uc(-- Br DIME=: C. S.% 77.::.c. 3! 01 mru; 7: 24' O.C. MAX.( TYP,) EQUALLY SPACE WINDOV ANCHORS (TYPJ HEIGHT A 6' Typi IL6' MAX ELEVATION viEwED FROM ExTERiOR STUCCO BY OTHERS SECTION B-B MOTFS 1) SHIM AS REO*O. AT EACH INSTALLATION ANCHOR. ALLOWABLE SHIM SUCK TO EE 1/4-, MAX. 2) WINDOW FRAME MATERIAL: ALUVIuUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE or SUFFICIENT LtH. TO ACHIEVE -IN. EMBEDMENT OF I- INTO WOOD BUCK, USE SAXONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMES. 5) USE StLICON17ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTEhIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE = Z OUANTITY LIST::) WITH NEXT LkRCER SIZE. 7) CLASS THICKNESS MAY VAR' PER THE REOUIREMENTS Or. ASTu E1300 CLASS CHARTS. 8) FLORIDA EXTRUDERS i000 s-;zjEs SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA' ETRUDERS 15W AND 2000 SERIES SINGLE HUNG 11NOOwS, DESCRIPTION DATE IINI INTERNATIONAL. INC FLORIDAEXTRUDERSSANFORD. FLORIDA TM- 7: INSIALL-.TION w ., 4 BY: B B f CONCFETE OR MASOr:RT OPENING 61 OTHERS ONE 61 vOOD BUCK BY OTHE+S CAULK 6Eivf EN v INDO•: FLINGL NL10006uc STUCCO By OTHERS PCRINEICR CAULK B+ OTHERS GLASS t-I SELL NOi CS)S) VH. INDOv HEIGHT) PERIHETER C ALL •. 51 E: IL L, INSTALLATION ANCHOR 2/16' CIA. TAPCON CAULK BEIVEEN V00D LUCK L MAST. OPENING BY OTHERS 1-I/a• nin. GLASS [TIP.) C Cn BE DnCNi [SELL NOTESU CT <1 SHIM AS RCO'D. t/a• Max. j{ tSEE N0iCS7 I+ FLANGE iTPE WINOOV FP,ANC RIDGED VINTIL qGLAZINGLEAD BxBUCK HEIGHT) JY RIDGED VINTL CL<ZING LEAD rLIlGE IIPE VINDOv FRAME 1 I t' r B A --.,i E1_EVAIION VICWLED FROivi EX. I E'KIO? B.V. i. Y,. •• BUCK VIOTH) '7 t-i(:.t.r CONCRETE 0% aiONRT OPINING 6T OTHER: SHIM AS RCO•D. 1/a• MAX. D tSE£ NOTES) INSTAL! ATIGN a,,Cop 0/16' Dla. iaPCCT+ RIDGED vINYL GLAZING LEAD u-: ONE el WOOD SUCK ST OTMCRS v FLANGE TYPE — VINDOV FRAME n CAULK 6EivEEN VINDOV FLANGE PER,, TER L VOOD BUCK CAULK BY OTHERS CAULK EErvEEN V.v. VOOD SUCK l MA$'1, OPENINGvINDOVWIDTH) 1 "eT OTHERS SECTION B-B sTvEEG BY eTNERS . NOTES' 1) SHIM AS REO'O. AT C+CH INSTALLATION ANCHOR. WAx. AU.,Ow'ABLE SHIM STACK TO EE 1/4. 2) %INDOw FRAME MATERM,L: ALUMINUM ALLOT 6063. 3) 3/16• DIA. TAPCON INSTALLATION ANCHORS MUST EE OF SUFFICIENT LTn. TO ACHIEVE WIN. EMBEDMENT Or 1-1/4INTO MASONRY OR CONCRETE. a) USE SILICONIZEO ACRYLIC CAULK REMIND Vn::00'w FU::G AT MEAD 4-JAMBS. SILL MUST EE ATTACHED TO THE SUBSTRATE MIN VULKEM 116 ADHESr.•E CAULK OR AppnC•F-O EOVAL - S) USE SILICONIZED AC' Ir_ CAULK FOR PEPIuSTEB SE+L AROIJr10 EAiEPIO4 CF "-NF{w FLANGE 6) IF ExACI w1NO0w 512E IS NOT LISTED IN A.VCr+OR C=.'.-.T, USE ANC'-C? C+JA:I TIT' LISTED MITE NExi URGER SIZE. FOR THE APPRO nI+TE OES16N PRSSSd%E :EO M 7) GLASS THICKNESS MAT VARY PER THE REOUIREuEr:TS 07 ASu E13CO F; +Si C%PTS 6- 1 O.C. MIA, (11F•) 6) w•NEpE SPACING EETwEEN iAPCON —CH0R5 E,CEEDS 2- u: O.C, SCPE•w5 Or SUFF,CIE:+' I L.H. TO PRO%nOE MIN. 5/L IN. EMEE0-EN7 INTO w000 6UCi 5,GULD EE r6ra'L-o 9) FLORIDA EXTRUDERS IDOO SERIES FIASO r 00n 15 5 G':•>. T.-.IS •.T ALSO APPLIES TO :..E 6' M.AA. U+P•) FLORIDA ExiRuOERS 20DO SERIES Fl.KEO w+NOOwS 10) SEE LICK OF THIS SNT. FOP. INSTL•N A::rr.OR REOUI=.E+:E):Tj 11) APPLICATION OF vULKEM 116 ADHESIVE CAULK AI F.vuE SILL MUST i?LT Vnin SEALANT uANUFAC URER•5 RECOMMENOA TIONS, 12) wHERS w•fmoow IS INSTALLED IN MAAONRT OP E NINE n A STRUTTUAL.r«O E' w000 EUCw• USE 1:0 SCPEwS QI SUFFICIENT LENGTH TO AC,,E+E t-1,1 E41_E:•-IENi. I S) wUIDDw UNITS CAN EE MULLED TO OTHER u:ur5 uSc4 xLVMuc)M hruVLM6fJ SEE MULLION INST< LL:TION SHEETS FOP. REOUIREMEr+is FLORIDA EXTRUDER ``; TN?OPID, F•LORIDC TITLE FIx_ 0 FL=.INN V 11`6— S=RiEZ i000. L 2000 I' r:t• vCOO FP.aHING Br Oir.EP.S SHIN AS REO.O.CENTRAL FLOWDA B•O.A.F. SEE mms) hiANUFAC'I'URER NAB u I/. MAX. Snu. SPACE MASTER FILE 0 GLAZING SEE NOiC 61 vINOOV VIDTH 11 EXTERIOR FIN TYPE PERIME TERvIN00vFRAMECAULK AL1,1C BY OTHERS SCE NOTE 6) BUCK HEIGHT vIN00v v;OTn A v IN)Ov / IN TYPE He IGHi NOD FP.AHE B B E)1 1 I • A 1 I ELEVATION vllcw'4 FFOm _XTERIOP, V 1-1 SMIN S ACE I r. vQOD FRanING Br OiMC S M[a 7MING j r'O7MCPE . INSTALLATION ANCHOR p2 SCREv CAULK BCTvEEN vINDOv FIN LECTION e-e L SHEATHING EXTEP.IOR FINISH Sr OTHERS NOTF$, 1) SHIN AS REO'O. AT EACH INSiAL!ATIO.v ANCHOR WITH LOAD BEARING SKIN. NAIL. ALLOWA°LE SHIN STACK TO BE 1/4-, 2) "'DOW FP—E MATERIAL: ALUMINUM ALLOT E063. J) INSTALLATION ANCHORS NUS; EE OF SUFFICIENT LENOHT to ACHIEVE WIN. EN6EONENi OF 1- INTO WOOD FRAME. 4) USE SIUCONQED ACRYLIC CAULK FOR PERIII[i ER SEAL AROUNO EXTERIOR OF WINDOW FPANE. 5) USE SIUCOr112EO ACRYLIC CAULK. BEHIND WINDOWFIN, 6) GLASS THICKNESS MAY VARY PEP P.EOUIREyENij OF ASTN E130C GLASS C''ARCi SINGLE CLA uIr Is SHOWN, INSULATING GLASS ALSO OUALIFIEO. 7) FLORIDA EF.TPUDERS 2000 SPIES FIXED ?IC7URE WINDOW IS SHO'MN. THIS PRINT ALSO A.; LIEi i) . THE FLORIDA EXTP.UOEP.S IS00 A.ND 1DGG SERIESPICTUREwmDOW, 8) SPACE INSTALLATION ANCHORS 17 E• IAAZ FROM CORNE;lS -NO MAR. 2+ OC OESIG:' PRESSURE CA:AC11Y OF INS7ALLAnONS, niic ANCHOR,SPACING AS STA7.O, IS 70.0 PjF FOR ALL AvA1LABLE SIZES UP 70 73- x 71- Ca 63' X 95. OR 119' x 37-3/6• M.X. 9) WINDOW UNIT CAN B[ MULL_) iO O7KEP uNlii . USING AL1ININU- TUEE SEE NUl'_:ON INSTALL -NON jrE:ii '_ ,•,1=_ .. NENij FLORIDA EXTRUDERS II T RI ATIOFL, INC S.ADA TITLE. INSTAL' f IJIV ii_ -. 11_ l'/ 41[)QJ SCrl-c-,w FIXZLI Fin; !'I _ --- Da;wN' 6Y:53 HEATHING Ir OTHERS I INS TALLA 1101, DR SCREV tT EXTERIOR FINISH — BY OTHERS PCRIMC ICR CAULK - BY OTHERS FIN (RAMC HEADER EXTCRIOR PCRIMCTCR CAULK BY OTHERS I I(RIOR FINISH -/ r 01HEP.S B INSTALLAiiON -' NEHOP SCR(' (10.) H(AIHING Tr GTHCRS I' MIN EMF(DKi CAULK BEHIND rIN TVO BY BUILD DOVN By OTMCRS NOTES SHIM AS RCO"D. SEC NOTES) 1) SHIM AS REO*D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. LAX. ALLOWABLE SHIM STACK TO BE 1/4% 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. At 3) USE SILICONIZED ACRYLIC CAULK BEHIND, WINDOW FIN AT HEAD. SILL h JAMBS. MN' iPKC 4) USE SAJCONIZEO ACRYLIC CAULK FOR PERIMCTER SEAL AROUND EXTERIOR Of ' WINDOW FRAJIE. ' L 5) CLASS THICKNESS MAY VARY PER THE REOUIREMCNTS OF ASTU E13M CLASS CHARTS. SINGLE GLAZING IS SHOWN. RtSULATING GLASS IS ALSO OUALFYED. 6) SCREW ANCHORS AT HEAD. SILL k JAMBS SHOLAO BE 18 SCREWS OF SUFTICENT LTM. TO PROVIDE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PUCE /6 SCREW ANCHORS 6- FROM CORNERS AND 24' O.C. MAX. 7) BUILD DOWN AROUND CURVED PAPON Of WINDOW FRAME TO BE ENGINEERED BY OTHERS. BMO DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES AI, 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE Of THIS PRODUCT TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MAMIFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE UULL04 INSTALLATION SHEETS FOR REOLnREUENTS. GLAZING (TYP. SEC NOTES) FIN FRAME SILL SHIM AS REO'D.- SCC NOTES) I' MIN 1 cKKnc.i-- SEC I I L v) MI S„I. n,Et I•l0 Br f:AN;:NG EXTERIOR ELEVATION I, OTHERS 1 i CAULK BCH:NS FIHt )'ti F • i1 ' ju WOW-. e r #6( 2002 wIT 1 SHIM AS RCS'D.- SEC NOTES) FIN FRAME JAMB - GLAZING (TrP• SEE NOTES) IB INSTALLATION SHIM SPKC ANCHIDR SCREv cirP.) IVO Br FRAMING BT OTHERS J- CAULK BEHIND FIN SHEATHING BY OTHERS EXTERIOR EXTERIOR F{NISH r By OTHERS VI. VICTN PERIMETER CAULK BY OTHERS SECTION B- IT EXTERIOR ELEVATION FLORIDA EXTI LUDERSINTERNATIONAL, INC SANFORD. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED w;r,'Opw 1000. 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/14/02 ISCALF, iiTj InWG: FLEx0037 OM(E BY BLACK BY OTHERS CAULK BEIVEEN VINDOV - FLANGC L SHEATHING LYVOOD (TIP.) IT OTHERS EXTERIOR FINISH By OTHERS PERIMETER CAULK. - BY OTHERS / vINDOv FRAHE J HEAD SHIM AS REO'D SEE NOTES) WWOOU KMGI(1 EXTERIOR GLAZING (TYP. SCE NOiEi) vINDOv FRAME SILL PERIMETER CAULK SHIM AS RCVD BY OTHERS SCE NOICS) ExicRFINISH\ BY al.cps INSTALLATION ANCHOR10SCRCV BUILD DOWN BY OTHERSAPPLIES NOTES TO SILL)11) HIM AS REO.O. AT EACH 1NSTALLATON ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1_3/8' LaN 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIEVE EMBEDMENT MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. /10 INSTALLATION - SCREWS AT HEAD k JAMBS uuST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT W70 WOOD FRAMING AND BUILD DOWN WHERE REOUIRED. INSTALLATION ANCHORS @ SCREWS TO BE PLACED 6 IN. FROM CORNERS k 24 IN. O.C. 1MAX. 4) USE SILICONQCO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL @ JAMBS. S) USE UJCOmZCO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 1/4' MAX. 6) CLASS THICKNESS MAY VARY PER THE REOUX(EMEMtS OF ASTM E13M CLASSSHIMSPACECHARTS. SO4CLE GLAZING IS SWAWrt INSULATING CLASS IS ALSO OUµIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WD(DOW TO THE STRUCTURE 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. TNIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SCRIES. 9) ELEVATIONS STOW COMMON CONFIGURATIONS, TT 1S NOT INTENDED TO Uma USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. Q 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER LAWS VV14C ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. BUCKHEIGHT T S— SPACE EXTERIOR ELEVATION CAULK eCTV[E" Q fi U VINDOV I'LANG_ L ONE BI vOGD BUCK _ - SI-M/(- .-C NTRA;.L F110RIDA BTyy G ,,E[ CAULK LACK I Eu3CDuENT YJ. 1.1. K. i MA'DvOOD BACK l Uj A OF q C T RByOTHrEIHENINGON[ B+ VOOD lil.( V j+l1l:I II NAME: By OTHER, BUCK B+ Gr•¢BS + MAO,Ap ° S=C I1011 A —A \ TER Fj,EINSIAIIAII?:: AH(TiDF: 21 07H[%`' 7NIo' Ci.: T<%CON _:_r, .. :•' 1'; BLACK .IDIH TVO BY FRAMING -ram BY OTHERS SHIM AS REO'D SEC NOTES) viNDOV FRAME JAMB GLAZING (TYP. SEE NOTES) PERIMETER CAULK --' BY OTHERS VINDOV VIDTH g- Lu8C0Y[NI 1/A' MAA ! HIY SPACE CAULK, BETVEEN IVO By BUCK t.CQ+CRC IE .• BYOTNERS INSTALLATION ANCHOR I 10SCREvAn CA(IU(`8CTvEEH jW viNDOv FLANGE r L v00D BUCK .?.>= CONCRETE OR MASONRY M' BY OTHERS EXTERIOR FINISH SECTION B-B er OTHERS WIN00W MOTH A -- A EXTERIOR El EVATION FLORIDA EXTRUDERSINTERNATIONAL, INC SANFORD, FLORIDA TITLE: FLANGE INSiALLATIDN DETAIL V/ FRAME BUILD DOVN DESIGNER, FiXED VINDO-w 1000. 1750. 8 2000 SERIES DRAWN BY:BB j APPROVED BY: DATE' U2/12!0= SCALF :di S ID%IG F LEX00?6 SHIM AS RV.1 INSTAZvi LATION ANCHOR SHEATHING (SEE RITEEW BT OI HERS IllCAULK BETTWO BY WOODDOORFLANBY OTHERS tSHEATHINGi' v I STUCCO _/ OP SIDING BY OTHERS PCRIMETER CAULK BY OTHERS 10, 4 6ATRuPERS _ - -.- i. hl Y :I , . 6 SLIDING GLASS DOOP. FRAME SILL rL 1- 1/8, MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD DOUR WIDTH SLIDING GLASS DOOR FRAME JAMB 1/ 4' MAIL - SHIM SPACE _ MAX. SHIM SPACE 1- V8 MIN. EMBEDMENT / TWO BY WOOD By OTHERS AT SLIDING GLASS DOOR SHIM AS RE".HOmC STRIP SEE NOTES). .. _ 1 • c i r 1 6 , 7TEmPERED INSTALLATION ANCHORR8 SCREWGLASS) CAULK BETWEEN DOOR FLANGE t SHEATHING INS: ALLATION A<MOR 8 SCREW / TWO at WOOD BY OTHERS CAULK BETWEEN HOOK STRIP t SHEATHING P a a 1 SHEATHING - 1 BY OTHERS ' PERIMETER IL_ CAULK BY SHEATHING BY OTHERS TEMPERED GLASS OTHERSSTUCCOCTYPJOR SIDING STUCCO OR -SIDING BY OTHERS SLIDING GLASS DOOR BY OTHERS INTERLOCK SECTION B-B H K STRIP °DETAIL AlA. JI 1, D= NATERIAL. ALWINW ALLOT 6063, 1 21 99 INSTALLATION SCREWS MAT !E 0' SLfrtCtENi LClGTN TO ACNICvE N1N CMYEDHCNt OF 1-I/B• INTO WOOD TAPCON 11PC INSTALLATION ANCHORS At SILL KAT 6C or -t urr,c,ENT LEK.TN to ACMEvC Nin CNIEOCNT C: 1-11' INTO NASdaT CR COCRE FL I' STALL•t[ON ANCHOR CNAAr a eAnt Q TNIS SHCCT. N1 USE SILICONIZED ACRYLIC CAA&[ SCNIND D fLA,4: At HEAO l xN!$. ••- 5) USE SILICCRZED ACRYLIC CAULK fOi PERINCICR SCAT --OLMD EATERIO) Cf 000i r 61 IF ELACt DOOR SIZE IS MOT LISTED IN ANCN0` CHAR i, USE ANCHOR 0I 11It LISTED WIN PCXI• 1 , LARGCR SItC, rOR INC APPROPRIAIC DESION PRCSSIPE REO'0 - - 7, FOR POGgT DOOR SITES USE CLOSEST ITPASS DOOR SITE L COWIELRATION 10 rlMDCO CNlr4„:•;•-_1 1 9 B PLKC INStALLATION A.ONONS, IN FRONT Or -001. STRIP AS SNOVN. T D, 4ASS TNIERNESS NAY WART PER RCOUIRCHCNtS Or ASIM CI)OO CLASS CHARTS •-'` 9, OOOR Wli IS APPROVED USING TCNPCRCD GLASS IN fUGLC GLAZED OR INStAATIK. TANiSL l0, AANI A SILL CORNERS ARC SO SE SCALED WITH A SMALL JOINT :CAN SCALED III $. IN AS REO'0. At CA. ScT a INS rALVItW .Nc,cR:. MAX.ALLMAYLC fhln STACK i0 K li N•, 12, All INSTALLATION ANc16S "I iE H..:OE or C':i'RO:fON PESO:CANT rNAiCPlALS L, CRE - REPRESENTS NNOVIG PANCL -0 -0- RCPRE:E.Ts r1AED PANEL APPROVED Cta tiJRATIov: ARE A. LISTED ON ANCHTJ SAC,' CNARtON . or T..IS SNCEI X T E P i R E L E V A T I N NDI ALL COKIGLRATIOMS LISTED AIDE .RE S>Ov ON 1111 ORAIINC. OL•EVER tNSI.ILAtmN SCCItON$ ' A -A', '!•!' L WQ* STRIP OCTA:I .VPLT 1L IN$IALLAtTON OF ALL .PPROvLD CONr IGSA IIONt. - 2 PANEL DOOR SHOWN IS, I'LOR10A CPIRUDCRf !om sERIE: sLlDl.c v AS$ OCOR IS S.a_N. TMIS PPINT ALSO APPLIES To Imo SERIES —0 900 SERIES. LISCRALLT APPLT `-/ D I PLEVI DESCRIPTION DATE INI CAULKING UNDEP. SILL I EXTRUDERS 0 SET SILL IN BC.' — IN,TALLATiL`N ANCH13P I I F- L O R I D A IN I . INC. $tt'IFORD FL. OF CUNC;_IL "''' 0:= ,A.CON I TITLE: SLIDING CLASS DOOR S_ IiIN L-A I I INS T LLA T ICN V I TH r8 SCREWS FE- 0 1 2002 I I I DRAWN BY: 33 I APPP3VED BY: AT%: ! 2/!7/01 SCALE: Ni- IUwG _'i_.r_ Z1 S 1 TEMPERED GLASS ( TYPJ DOOR HEIGHT Lfl FEMBEDMENT MIN. 1000 P.W./DESIGNER SILL (TYP.) x8 X 3/4 SELF TAPPING SMS I x 2 x 1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES- MULLION SEALANT BETVEEN U VINDOV FLANGES L MULLION . 48 X 3/4 SELF 1000 S.H. TAPPING SMS SEALANT BETVEENHEAD (TYP.) VINDOV FLANGES SECTION A —A (1) L MULLION 1000 P.V DESIGNER SILL (TYP.) a8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES - L MULLION 48 X 3/4 SELF I000 SH TAPPING SMS HEAD (TYP.) SEALANT BETVEEN SECTION A -A (3) VINDOV FLANGES L MULLION r 1000 P.V./DESIGNER SEALANT BETVEEN 1 SILL (TYP.) WINDOV FLANGES j L MULLION 98 X 3/4 SELF TAPPING SMS T1F(iTL1 1 X a X I/8 TUBE MULLION 4? x 3/4 SELF 0 S TAPP?NG SMS 00 H. 1000 P.V./DESIGNER AUXILIARY PLATE SELL (TYP.) (FOR ADDITIONAL ANOORS. WHEN REaIRED) O k8 X 3/4 SELF DETAIL, C TAPPING SMS O_ O Ix2X3/8 TUBE MULLION Q . F I • • \_ (CENTRAL E'I.Q,F.YB'A B.O. f C,VO BY VOOD08X3/4 SELF CK BY OTHER 1000 S.H. TAPPING SMS' U-NUFACTURER xHEAD (TYP.) Ok/ >°t/ ' SECTION A -A (2) 1000 P.V./DESIGNER T`R F``' r SILL (TYP.) I p8 X 3/4 SELF 1000 P.V./DESIGNER TAPP[NG SMS SILL (TYPJ i X 2 7/16 X 3/8 TUBE MULLION he X 3/4 SELF TAPPING SMS Iv'I,, TTUBE MULLION I II $ fl SEALANT BETVEEN VINDOV FLANGE L MULLION R8 X 3/4 SELF 1000 SH TAPPING SMS HEAD (TYP.) SECTION A -A (4) rI000 P.V./DESIGNER I SILL (TYP.) R8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 Il TUBE MULLION 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) . APPLIES TO HEAD Ec SILL WHERE I' X 4- Ec 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR R8 vOOD SCREV (TYP.) EXTERNAL• MULLION INSTALLATION CLIP MULLION .-- Or•aa r rTSN q L_ A L11/8• MIN. EMBEDMENT An N NCNED FROM EXTERIOR DF7ial APPLIES TO HEAD h S:LL WHERE I' X 2• a i• X 2 7/16' TUBE MULLIONS A -RE USED Y .- INSTALLATION ANCHDP X I VOOD SCREV T TP.I HCR12. CLIP 48 X 3/4 SELF TAPPING SMS 1000 S.M. SECTION A -A (7) HEAD (TYP.) J 1 tiB hLN Eh?E Dh[NT FLORIDA EXTRUDERSISA FORD. eORIDA TITLE: SER. 1000/ 1500 r i IN SHEET 1 OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (S-EET 2 Or 2) FOR DESIGN PRESSURE C=PA.CITfES DRAWN BY:MS.i I A?PROVED BY: I x 2 x 2/eX2X1/2 :c0c S.K — i ONE El WOOD_ T'-I=r M'JU106 (7yF.) TUH XU_!_ID4 YEUICKE071-iERS 1/ 4' MIN. F SELFSXxI e x 1/2 S:I-F EMBEEDMEN T, TAPP;< SHS T TAZF:!.'qG PAS S AL A' EAL&NT' BETVCEN I lcu 11-- 1 P A pru pa; x 4 4W3 be-* Y-1-1/2 -SELF ZTAPP N TAPPING. 5EQTIQNf A:-A 1 S C T1 0 Ni WEA (2 7 .7--l-..' 1, X 2 7/16 X 1/6 I X 2 7116 X JAME CTYi.) TLIEZ F.ULL;CNN I C. SA JAMB ( TYP.) 7UEE JAKB.CTY, t). a Yr 112 SELF zs X lup sc.r 1c, e 'X 1/2 SELF TAPPING -SMS mm-) TAPPNC. SMS TA.PPNG SMS EEL 9e x !_!12 SELF__ _.--SEALANT KTVEEN - Sr_ ALA47,.FZTV-EN ZE . VINMV FLANGES ETVZNTo&,=PING SmS SEA_,.4-l;T E: L 16rjLLjM VINMVFLANGESVIN"Cd FLArCES zi) . 1a:L MU -LION L Kru le'll Sr.1-TION A —A (7) y1-1/2 -SELF P8 !:E--.- TAPPING * SMS -TAPPING SmS I _ Tell C SECT6' N A —A SEC TiON A: -.A i 4' i x 4 X I/E Y 4 x 3/6 TL12E TUBE MULUCN A, 13*0-N. IFLOWDiENI "se X— C iff) A i sTzfj FIR TAJ013 :1 Sm.; Q7TAF: 7 Fi ArIQ s z i Sclr j Vlc_%.E FIROPA EXTER:CR 119 r7r7n DETA! L rr. Nro-r C )j, EY* OTI<PS NSTALL : iTIC-NfAN_ EX I ERINAL k. LULRIN WSTALLATIM tLL-i* 6LLION Td?C6NC 1(A?PiIES.T0 HEAD it SILL".1w -RZ-- 2'. X 4. MEE -MULUQ.l.'S..lzusEc) 7'. QUA! L .71 f- IPISTALLATIGN AND_R yF W DLA. TAFCoN SCREv AN'Hm C.YFJ SILL CLIP W I I/- HiN. - __ 04275HENT. F3: Z4ST SILL UHERS Y: l laqY r-J.ATC.- R 40D:TICN-L ANChZRS, V!47-:4 RE 0 U i.q ri) D rT] ' 0 D D INTERNATIONAL. - INC FLORIDAEXTRUDERSSAINFORD, FLORIDA TITLE: 0 = L A N G Z S ij E T 1 OF 2 7 7 NSE0- FOR APPROVED BY: MIAMI-oADE hl[Ah[[-DADS COUNTY. FLORI METRO-DADE FLAGLER BU1LD1 13UILDINC CODE COMPLIANCE OFFI MIT. -MO -DADS FLAGLER nUILDI 140 w1?S'r rL-AGLCtt snir-. % surn: I MIAMI, I1,01UDn 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)375 Premdor Entry Systems (:orrrILVICOR LICENSING star 911 E. Jefcrson, P.O. Box 76 (303)375•2327 r•Ax(301)373-: Pittsburgh ,KS 66762 co,vnL%c:,rott t:i\rottrt:atrNr o(vis 303) 373.2766 fAN (303) 37s-: i,uouuc. r coN•rttot. uti•ts 305) 37s-27o: Frt\ pas> 3724 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Inswing Glazed Doable w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under *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 froth 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 iI determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildi.n` Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raw twartguez Chief Product Control Division THIS 1S TIME COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENER,L CONDITIONS BUILDING CODE &C PRODUCT REVI ENV CONIN11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. Al'PROV'ED: 06,'051200i Francisco J. Quintani, R.A. Director Miami -Dade County Building Code' Compliance 01'11c Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: S1'L'CIFiC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-W/E Inswing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets I through 6 of 6, titled "Prcmdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Coy 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.! This approval applies to singlIc unit applications of pair of doors and single door only, as shown i approved drawings. door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the ang!e between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and (lie area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will rewire a hurri, protcction systern,. 3. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statemcnL "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building pcmlit shall be accompanied by copies of the following: 6.1.1 This Notice of Acccptancc 6.1.2 Duplicate copies of* (lie approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Otlicial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. M:inu l Pcrc2, P.E. Product Co C Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE Of ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi. and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this off icc. 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 thL words Miami -Dade County, Florida, and followed by tlic expiration date may be displaycd in advertising literature. l f any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and slinll be available for inspeciioti at tlic job site at all time. The engineer needs not reseal tlic copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEP"NCL: Manu Pcrcz, P.E., Product Contr :scam Produ 'ntrol Division Glazed Units COP-WL-MA0100-02 77 FIBERGLASS DOORS 6'8" Height — Inswing t X 2'0" I COP-WL-MA0141-02 r.l• BCCO 02-0419.08 Application Fled) OP Rating 52.0 0 ,. NO 2'6" 2'8" 210" 3'0" 310" Not Listed Not Listed X0, OX, OXO I t 2'8" + 1'0" I t COP-WL-MA0143-02 I.t r 02-0419.08 Application Fled) I I 52.0 NO 2'8" + 1'2" 2'10" + IT 2'10" + 1'2" 37 + 17 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO i 1'0" + 2'10" + 110" 1'2" + 2'8" + 1'2" IV' + 2'8" + 1'0" 1'C" - 3'0" + 1'D" 17' + 210" + 1'2" 1'2" + 37 + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 I NO t 2'8" + 2'8" 2'10" + 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" + 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 (w.vw.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local bui?ding 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, 02 8 PAK,'k. 0 Oak aft AR EK'" n.t. .r , t.t la.•",, ,.. 110Y.kC1."t1 kNTPY,I.t•n"t Dar. Ou. toa4n,":y or"Vlw of P Dt"n NIPM'MIeM m71tt toad$ t;0AS. deslpn snd 9•odon Masonite International Corporation dAN - oka 10 tevge .aeon "ofice. Glazed Units X X0, OX, OXO XX, OXXO COP-WL-MAOIDO.02 FIBERGLASS DOORS 6'8" Height — Outswing 2'0" 2'6" _ 02-0418.03 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'l0' 3'0" 3'6' 1 Not Listed I Not Listed I — I — 2'8" + 1'0' COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 17' 21 X + 1'0" 2'10" + 1'2" 3'C" : 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO 1'0' + 210" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + l'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10' + IT 11" + 3'0' + 1'2" 2'6" . 2'6" _ 2'6" 2'8" + 2'8" + 2'8- 2'1C" + 2"0" + 2'10" j 3T + 37 + 3'0" 2'8" + 2'8' COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'l0" + 2'l0" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 21" 2'10" + 2'10' + 210" + 210" TO" + 37 + 3'0" + 3'0" Notes: 1. Occr arrangements using fewer panels than wha! is 00e:1 in the above charl also comply under the product approvals shown. 2. Assembly details are available from the Masonite Intarnstlonal 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 location is determined by ASCE 7 (Minimum design loads for buildings and olher structures). National, state or local building codes specify the edition required. 5. Masonite International slruclural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miaml-Dade BCCO protocol PA201, PA202 & PA203. akraft AR K" t ..Iuu.elr 11"n CI A h.N I'NV VOOR3 W T—.l ri-al,.. Lr C.:'; Aoi Iia.7Wi- W ca"Mu..y Poo -am o1 aacw :ooro.ull,e.a mua so+c+caro"s. oesroo am pMj-1 Masonite I n t e r n a t I O n a I C o r p o r a t i o r• doid ;d-i-n to enmpe w4wo roun. Glazed Units COP-WL-MAOIOD-02 FIBERGLASS DOORS 8'0" Neight — Inswing Singles (widih) 2,0" 7X2'6" 2'e" _ 2.10" 3'0' TV Alasonite International COP-WL-MA0146-02 02-0423.01 Application filed) 40.0 1 NO Not Listed Not Listed i X3. OX, Xf) 2'8" + 17 COP-WL-MA0148-02 02-0423.01 Application Filed) 40.0 ROM NO 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" 3'0" + IT I 37 + 17' 1'0" + 2.8„ + IT COP-WL-MAD149.02 02-0423.01 Application filed) 40.0 NO I i'0" • 2'10" + 1'0" — 17" + 2'8" + 1'2" 1'0" + 2'8' + 1'D" 1'0' + 3'0" + 1'D" 1'2" + 2'10' + 1'2" IT+TO" +IT 2'6" + 2'6" + TV 2'e" + 2'8" + 2'8" 2'10" + 210" + 210" 3'G" + 3'0" + 3'0" i XX, OXXO 2'8" COP-WL-MA0147.02 02.0423.01 Application Filed) 40.0 NO 2'6" + 2'8" 2'l0" + 2'l0" 3'0" + 37 TV + 2'8" + 2'6" + 2'6' COP-WL-MA0150.02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10' + 2'10" 3'0" + TO" + TO" + 3'0" Notes: 1. Door arrangements usicg fewer panels thar. 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. Ir.sW'a:ion instructions are available from ih: Masonite International website (www.masonite.com) or from the technical center. Ac;ua: c_sign pressure requirament for a specific cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for bubdings and other structures). National, state or local builaing codes specify the edition required. 5. Masonite Intemational structural, cyclic, air, wa;er, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. Oak aft ART I EK" nr."r.„•SS 1'NTkV Ircw.. 0% Masonite international Corporationc: <a:euq m::n 01 Drown ecpo.dirot m„ee sx:;u:Z.br.. C[sq X::, Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing X 1(width) IllasoniteInternationalrl' TO" 2'6" 2'8" COP-WL-MA0166-02 2'10" 3'0" t I• Rating 02-0423.03 Application Filed) 47.0 Impact NO TV Not Listed Not Listed I' X0, OX, OXO I(Width) 21" + 1'0" masoniteinternationalI1' COP-WL-MA0168-02 8CC0 02-0423.03 Application Filed) I• Rating 47.0 Impacthated NO TV + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 37 + 17 17 + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'0" + 3'0" + 17 17 + 2'10" + 1'2" 17 + 3'0" + 17 TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 21" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10' 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic• air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 & PA203. a Oakcraff AR EK" FIII I:NOI.ASS K'NTNY GOONS .V+r.—.rA+rl."E""11%... lCOMasonite International Corporation Our cOMarn.:ro O f01r"1 of po0ua :naoemcm mats rOKOIGIpn. OtriO" and pofu0 Orin fuwa to cn&w ""w ro". Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing Singles (width) 2'0' 2'6" X 2'8" 2'10" TO" 3'6" COP-WL-MA0101-02 01.1031.01 76.0 NO Not Listed Not Listed Arrangement— X0. OX, OXO r 2'8" + 17 COP-WL-MA0103-02 IFro • 02- 0109.10 Application Fled) 55.0 NO 27 + 17 2' 10" + 17 2' 10" + 1'2" 3' 0" + 1'0" 3' 0" + 1'2" 1' 0" + 2'8" + 17 COP- WL-MA0104-02 02- 0109.10 Application Filed) 55.0 NO 17 + 2'10" + 17 17 + 2'8" + 1'2" 1' 0" + 2'8" + 1'0" 1' 0" + 37 + 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" 37 + 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" TO" + 3'0" TV+ 2'8"+2'6"+TV COP- WL-MA0105-02 02- 0109.10 Application Filed) 55.0 NO' 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" + 2'10" 3' 0" + 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 BCCO protocol PA201. PA202 & PA203. 13 0akcraff AR 4 EK'" h' r MI:Mf.1.ASS M.NTMT•IAOOMS e4+•i"v"<fw.AYr (^"1Ow. SU e V VI n Apre 29.2002 Ow Cor V oropram of orooun moroWnWM maLn toe(d"x S. deW And orooua Masonite International C o r p o r a t i o n A swa t m cn(rpe <mnan mce Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing MasonileInternationalI.1' COP-WL-MA0121-02 r 01-1031.02 r•Rating 76.0 1 1 NO 1Singles1 X 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement1 X0. OX, OXO 1 2'8" + 1'D" masoniteinternationalr• COP-WL-MA0123-02 1 CO 02-0109.09 Application Filed) DPRallng 55.0 lmpaclftte1. NO 2'8" + 17 2'10" + 17 2'10" + 17 TO" + 1'D" 37 + 1'2" 1'D" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application filed) 55.0 NO 1'0" + 2'10" + 1'D" 1'2" + 21" + 'IT 17 + 2'8" + 1'0" 1'0" + 37 + 17 1'2" + 2'l0" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10' 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO ` 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'l0" + 2'l0" + 2'10" TO" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 8 PA203. 13 Oakcraff re• AR EK" t.a1,r 1..a1e l.em 1. e...a F1MF'NG1.A5i F'Nl'MY OOONt Nsiva"y Nwr Y"En"l Oar. ^/ i,N p n Oa• a Oar. 29. 2002Masonite International Corporation Ou eomwdnd aodnm of WodW inWw4emem meen SoetdkalbM. deign eat WOW o d $.Dea m ChWw .Moan no1Se. Opaque Units COP-WL-MA0100-02. FIBERGLASS DOORS 8'0" Height — Inswing MasonifeInternationalI1' COP-WL-MA0106-02 BC r 02-0109.08 Application Filed) I• Rati 1 70.0 1 I NO ArrangementSingles1 X 2'0" 2'6" 2'8" 2' 10" 3'0" 3'6" Not Listed Not Listed I X0.OX. OXO I I 2'8" + 17 I Rm 1Miami-DadeI COP-WL-MA0108-02 02-0109.08 Application Filed) I•Rating 55.0 ImpactRated NO 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 1 2" 1'0" + 2'8" + 17 1'0" + 3'0" + IT 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" 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" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade OCCO protocol PA201. PA202 & PA203. Oakcraff AR EK'" IMI;MGI,A[< C-1— .100.1 .rrU- r--N-C. IM Dprd 29. 2= Ow Comwl M proDOrp of prodW mWM,emrm matt, S .hcaA . ori.D" drtl D,WD l Drud "ect 10 Chaw-dflouf =xg. r,tl,.r.•.11 ,..w M a50 r1110 InitrrldLlO rldl OrPOr dliOn Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Arrangement X Singles (width) 27 1 llllmzm I COP-WL-MA0126-02 02-0109.07 Application Filed) U•Rating ImpactRated 70.0 NO 2.6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO Multiples, 2'8" + IT MasonileInternational COP-WL-MA0128-02 BCCO 02-0109.07 Application Fled) U•Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 17 2'10" + 17 37 + 1'0" 37 + 17 1'0" + 2'8" + 17 COP-WL-MA0129.02 02-0109.07 Application Fled) 55.0 NO 1'D" + 2' 10" + IT" 1'2" + 2'8" + 1'2" 17 + TO" + 17 1'2" + 2'10" + 1'2" 12" + 3'0" + 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-MA0127-02 02-0109.07 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201. PA202 & PA203. 0 O ak raft AR k EK" w.....,. ...n 'le..ure,, eIMI:NCI.A\\ F'N—V nOOMS N"w eurwrwp,"t". 0— AD. d 29.i07i Masonite International Corporation Ow eornmwnO WOQtam of p1Odu0 irnprovemertt makes SWdkJfons. Onion and produet ' detad flro,ecl to C"C Withrow notice. X Unit 6' TYP. i 6- TYP. I'll" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-12" long screws per location. Rough Opening 1 Width of door unit plus 1/2' Height of door unit plus 1/4" r SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 PRE44K,11 1, Aprd29.2002 Masonite international Corporasion Our wv program or Urodw mcom"proremem makes specdKarorK. MSQn and o+odu0 dna• Su0^1 rd crunw . rg r ict. or • MID-WL-MA0003.02 Unit SINGLE DOOR WITH 1 SIDELITE 3- 6' 6' CL TYP. TYP. TYP TYP. A UNIT 8V UNIT 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 ' 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t f f f ,t r t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 98 and 110 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. Auld 29 2')92 OW lMn.^..^ J.]].lni 4l o. WuP .ny].en,fnl TdYel SyKJ[n4n), 6ef.po Jnc yWe Ca]: aurora to cunat -dnW Jo Ce. M aconite International Corporation MID•WL-MII0004.02. Unit SINGLE DOOR WITH 2 SI DELITES 6- TYP. 6'r UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 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 V 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 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & 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. April 29.2002 W ca".n...o mW—, u+ i.ua„: r::,.o.m.rn mAcs u.rcdt un•. on.g. rno V VOvn Wad S.4*0 10.—W "aMW nWtt. Masonite International Corporation OXXO Unit DOUBLE DOOR WITH 2 SIDELITES y CI. TYP. TYP. 1 1 1 1 1 3' V TYP. TYP. 1 1 1 1 / 1 l 11 ll I ll ll I Il Il 1 TYF I 11 II I Il II I Il II I~ 6'8' 13- UNIT 8'0' UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. r „ .. Minimum Fastener Count Rough Opening 1 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: ' Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156A6) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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. a a e Ap1A 29.2002 Masonite International Corporation o.0 a WNvpow— of Wod'a .GGrO m makes lwd4mons. Oesgn and y00W deUd WOKC11G C'UVe -1?f d Mkt XX Glazed Inswing Unit APPROVED ARRANGEMENT: o o 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 37 x 6'8". r Double Door Mapmum unit size - 6'0' R 6'8' Design Pressure 52.0/-52.0 Limited %eer unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00iMll 900 na as 00 00 O00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: o o0 00 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow, 5 Vnel with scroll Oakcraff AR EK'- wna.l•er. 1:411CRe:LASS UNT.y UUONC —..—rMh.. e.q d.en lX)LI/JI n a • 0- AprJ29.2002 Masonite International Corporation Our conwkwp oropram oh wodW m2Ma em miles speUcnons, dezp" ana aoeun aeua wbins Io cnmpe .dhow oa<e XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 e04 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakGraff a Masonite International Corporation AR EK" IIUIMf`lA .l IN 1'N 1',I1111.M. fb•4.r.1 {M.ru"l r, Doer Aprd29.2002 W CWKWk V modlam 01 droduD NMrov tm maku smaicm Olq. deSVn add Modw dna+ U01M W Cw9t - r*A M14C. XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maldmum unit size . 6V a 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 0000 as as as as 100 Series 133. 05 Series 136 Series 822 Series 1/2 GLASS: 0 0 HU OU El a nn 00 00 as 00 00 i05 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass .d may also be used in me lollowing door style: Eyeorow 5-133nei with scrod Oak.raff ARk EK- 1..1........ U1:-;1A]T CNT.y 01111N\ r+o T—.+re..0-1.., o— MR' / O Aprd29.2002 Masonite International Corporation Ow Wnn.,n; p 091.m a pW.r mao.c.no.l —y spttncnons. o—,a. rnd - -- acu+s.,u1c:. 1C C—V..a nave. XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as oo s' 404 Series e10 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: W a a a o 129 Series 200 Series 12R, 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 2411, 24L 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak-_raft AR EK'- I llll Yr:1..\.. L'u'I X\,Ili I.IX ,b.•G.v., rMNX t—,0— b April29.2002 Masonite International Corporation 0, com Ag wowam W wodw mWc. `rem on soealicaons, oesgn am Maw aeon SAW, W 001 «unwr nmet 1 OXO Glazed Inswing Unit APPROVED ARRANGEMENT: i o r``T FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit We • 9'0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE )-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: as ao ao an as 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n ° 00 00 00 00 00 0o 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 RAL. 2e RrL 107 Series' 108 Series 304 Series Series' ilus glass kit may also be used in Ine lollowing door style: Eyebrow 5-wet with scroll O akWo AR 4 EK'- r..r..:..r, r... VIUL"r:LA.» L'N'1'Ms' VOOK\ eM.G...N re.Nu Env. Om. PREM0MA- O Aprd29.2002 Masonite International Corporation Oar Ew".W.q woo—.1 wedu e"mo em +emmries tdeedicara"S, des'" and woducr deu. subKO W cnmve wtW W mote. ox0 Glazed Inswing Unit COP•WL•MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 777 na ao e04 Series e10 Series 109 Series 111, 120. 122 152 Series te9 Serbs 300 Series Serbs APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L 23R, 23L 450 Series 152 Series 149 Series 109 Series 120,122 Series 300 Series 2/R. 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 TN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" rfuCwaLnx5 CN1.1, uuur raA..e„y re..ra"c..n Apra 29.2002 Masonite International Corporation Ow comnume omeum of fxoeua mxo em mrkes soeaf rAcm. ees.en and WCOW OXX0 Glazed Inswing Unit APPROVED ARRANGEMENT. COP-WL-MA0145.02 FIBERGLASS DOORS Ilr: 01n, d Double Door with 2 Sidelites MaAmum unit size • 12'0' r 6'8- Design Pressure 52.0/-52.0 limited water untess 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 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic locatlon Is detemdned 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: no n0 a0 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ° 00 00 00 00 00 00 105 Series 106.160 Series' 129 series' 12 RA. 23 RA. 24 R/L 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the lollowing door style: Eyebrow 5-panel with scroll Oak raft AR EW F1111:N(:l,%SS L'NTRY DOOKS —U.— 1—,0— /1/ln' A Aptil29.2002 Masonite International Corporation W ramn,..q p,Oplam at 0,001.0 r11p.o.(tllrnl masts specd"Ons. &e Qn aw VWun on" yA^. 10 (mvvr "L W .A1tt. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as ao k Z04 Series a 10 Series 109 series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: rao 129 Series 200 Series 12R. 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 series 120.122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, 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 6CCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O; ak,ra,ff AR k EW ._ I,I II I•N1: L.\\.\ L'1.1 Ml I1.111M IvG.v..rMH.. !•.v, Dew. PRfJN ADM 29. 2002 Masanite International Corporation ow comel„.q aaasm of wllaw me.aemenl macs soecdlcuons, eesgn drlo MOOuCt owd 1,4wa to C"Ve wow MKe. XX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 T' 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 site . 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 7iutionat. 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: am 00 o0 fin Series n El 00 eoe Series 108 Series Oakcraff A R-4nEK'" UUr.• I.•I..Ie I..w _ Te..• U• oN .I VIIIL• Nr:LA.i1 LH'I'N\' —T.—a e..N••r r D•... FJi'r ...l.:... s Ow. • O. El April 29.2002 Masonite International Corporation OW eom.w.nd d•oelam al oro"I inp,o em ONses %MdiCV*M. design and 0,00MI On" S.t*ca 10 cnalge "N0o0 note. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 900 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 Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak. raft AR EK" 11IIL MI:L.\..\ LI:rN\ 1111.1" rtr.r•vMre..p.0 f.v. ..•. Apra 29. 2002 ow comewep o.opsm of oaoow mDr . em mats specdozaa. oeso Ana wodw atn+ suaea to crwge .draw m 4e Ow• r O.• Masonite International Corporation XO or OX '' ' Glazed Inswing Unit I 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". Single Door with 1 Sidelite Maldmum unit size • 6'0' x 8-0- Design Pressure 40.0/-40.0 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 ?-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: 010 an nn 822 Series 1/2 GLASS: M,C}r no e0e series 108 Series Oak gaff AR EK' a 11II I:Mf:1.A .':.'I M\'•n!)(I Ne+.4. [4..rY.t e.vr pop. Auld 29.2002 W COmnunb at gam OI poa%to rnD co imt mAn spmdcX n1. desgn and WOdu[I WI So0"Ct td Ctta ' nd110v1 Md Ow r0o Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: 8'0" FIBERGLASS DOORS cs'• e: 300 Series a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI—DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff MCO EK" r..l..i..l.l,._ r'IULNGLASS UN'r" V,DOOKS f T_—F—g.. e.sT Dos. Aprd29.2002 Masonite International Corporation OW COn ng WaWam of V oc- mpoKfnMl males smdK04M. pesign and WOdm' OCYd Su01ec, to'moot ..Mw "'.C.. OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 2 Sidelites Maximum unit size • 9'0- % 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA 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: a nn 404 series on an 822 Series a 108 series 0 Oakicraff AR EK" Laleu.aer.e- 00C.CLA\\ L`.TMY,U.)IIN.I rd i••aM rMLYA L-ry Dew. MA• a • O• r 0e AprB29.2002 Masonite International Corporation OW cam~v DroWaM of WWwO nD ov n%CM make aDeCd"Ona. OeS On AN WOCIMI Ot1ad 1YOIK110 CNlgt w.1I101n NI14t. Oxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 4 3 , 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series Bto Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O akoraff AR EK' 11I11L•Itt;LASS Lm,rk%' uuolts '"t.et0— April 29. 2002 ow comml:np wopnm or ylodoG inwownem mates SpeedKalOni design fro wddon deUd soblea to CNnQt renwll notice. tal,.dult Law Masonite International Corporation OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. r3 a •": i O ' t 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 Ma)dmum unit size • 12'0' x 87 Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic W29on Is determined by ASCE 7-national, stale at local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 404 Series am) on go 822 Series El 108 Series Oak raft AR EK' t.tl ,:.alt f.•m urI:IUL'MnLA\.l t:l'.'1'M s' U(11)N1 I f..T..r.alM.r..0 loOas. April 29.2002 - Masonite International Corporation 0%, co.o. WV O.oenm of orodLo .n o+ M "tS SM liMenS. etsyn and ofedW otua tub" to quill! a. h" mKt. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Yak 810 Series 300 Series APPROVED SIDELITE STYLES: v- a 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 8CCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak$;raft AR 4 EK" r..,•.;.•„ 1:1UVRean[S Gn'rw Y,unnwS tww..".a r•..ryur+•..r Dee.. MA' j, • Aprd29.2002 Masonite International Corporation ow c•mew+q aopnm a "'o e.+wo.tmtm dtnu.es soad¢no"s. tNMde nandoma deucMrtn 10 ch."c .•4rw WM e XX Glazed Outswing Unit APPROVED ARRANGEMENT: i{y' eye•_ .^`} i l':42'*lip?•. NjL', COP-WL-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" is 6'8". Double Door Maximum unit We . 67 x 6'8' Design Pressure 55.0/-55.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•nationat• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: a0 00 00 00 00 101 00 _ 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 NL, 23 R/L, 24 RA. 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak _gaff AR EK'- t..r..l..l.r- i.e... e—r Dasn e April 29.2002 Masonite international Corporation OW Co ~V Vag— al Wodun ..myoe M rt.aaea aot d4l 4M. deaiell aM e100un w Suwa w cwoe -Nlte XX Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: na as 404 Series 410 Series CERTIFIED TEST REPORTS: FIBERGLASS DOORS' FULL GLASS: 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO AA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O; a raff AR q EK'- 1'I11LNGLASS L*N'1'"1' UU—S Kr.r..vM I—V.. E—y D.— PREM/7/yA• ' a..r.1r 0••.. April 29.2002 Masonite International Corporation Our c0m mg VOWA 1 of WodW rOMOKr r1Wts SVeOs iOM. 60-On And 010" ecua Saba. 10 0_01 "n robe XX 1' II ! I Glazed Outswing Unit 1 APPROVED ARRANGEMENT: 890" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0- x ST Design Pressure 47.0/-47.0 limited water unless spectral 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: 0 822 series 1/2 GLASS: 0 108 Series U 0akcraff A• Te e.l AR EK' l.tl.....If I.en 1•IOCKGLANS UNCK'•DOORS fYni..M1J.>.1Yr E..vr Deer Apru 29. 2002 du CMI.N"IQ poe1JT d WoeeO .npo.emtrx mJJes SDKAKJIUnl. OCSgn Jne p00Ye1 M dSOrlitf IflLtfrldLlOrlal COrPOIdliOrl oeul 1~a w 0.ve -4n e0t[e f4 y 4 3 141. 2 11 1 4 NTElamIATE STILES FOR I : DOOR. REVISIONS 24 GA. STEEL SKIN) ACHED W/ ACT) REV. N0. ZONE: DATE: ECN NO. APPVO: DESCRIPTION OPTIONAL , CLASS ors A I Bz 1 11/00 — MWW I OTr (1) WAS (z) FOR TRACK BOLT t EADRRJC LIRS AwTLATILESECTIONe HORIZONTAL TRACK S11PPgR BY m u ITN. END STIES ATTACHE) TO DOOR COOK INSTALLER CFO SUM SIGN WTIN PAiFMm TOGiiOC STSTEM11LEYll rop, aanm • mom D VET. • 1] G CAM STEEL qAD AMCIQrraj14tiE1O5/0 WOOODLEW4 LISTED DaD > RAa Q c IiNB AVAa I/ac ANA! OPTION Cimi M YEW r oar 3r W OKV. STEEL TOM i• LGl TRhfIGES& S( 11OSS:.OIO• HV no ® SM POIAT ®O gTp 11CK x mugP. TPICIIORAL7TT. d$jT UW TOP ( RA02T REPORT#9606C RATORACME K N0RTZ01RAL Cy' 3 m G U- 896 DOME TRACK PATTERN M TWO OEEeu-& MU-61 S ON NEXT ' ufv Mf.nufY,. OPTION LOTION. ETC.)\-LOCATIOW or 4— /14d/ B SHEET IICTK SCR"OPTIONAL VORS A OPTIONAL OUTSIDE KEYED I= POSIIIpI MAX Doors WIDTH . le•- o• o 0 IryIS T/4•J 45.ORE WS. 14 CAFMIMMYM9 TR f Rlf[RIELATr HINGE mom I. I J 1AO SCIEIR ON L9 CIXTFRS. 1 OA YIL Tt.ytrw T ODORS ID TO Y- 0• NKN CONSIST Di ((4) 5T1.T10N6 (y1pWN FRONT FRAME WITH U.V. LSEM ROM ED. TAG SUM" MAY K COWITFRSISac DOGS OVEA Y-0• I/GN CONSIST OI (+7 SECTIONS (INCH SH CO4RNO ON OUTSIOE SURFACE (BIrt IDr RFDUP®) TO FVOIOE A FUNSH MOINGIC STOP LNOIRDrO ar DOOR EISTALEE/i (TO SIllh SLII6A2 IIORILOI/GL 4A1185 00 NOT TRANSFER LOAD. m G MK OALV. STEEL DID STILE xa0 rF11OW PALE A" tATTACHCD I/C Alitlal RV L a SCREWm GA GLV. Sm INTER SITE B 7 INSIDESECTION R- B _Ix u GALV. SILL TRACKxS"MN. STEELIITE RETAPOi JW(/140 PAN MEAD SCREW Ss/SEEMED S• WWOOOO 4"SIGNComm NTH 0-4D wl (10 SCREWS POI UTE) .4 AIIOIOliS CN x1evam (C-wONE fR GKAND A GCD-QN PP(WEAPER alAa¢r.rM0W meWOfN xwIAfCNOONIx .mlv/ IAsiEltcn(Oee m mu.1ROUND R)SIDES Or Sm SIGN. G CXv. STOL TOP . w-IC,. TRACK. ANIGIOF+i 1' aM HIN wASIIR REaURm STEM OiG GALm' SM7E R rLLOI BRACIR7. EACH ONE 9W 1AT01ONNTH Vi'COQ ANGDRS WY COIINTOtARET iCAxG LVFELSTEEL ORACK FASTENED H1AGER 14 G OKIO' 00 SRESf/OI /(.) aSIEEr MEAL SCREWS.ACKET ATTAOQD r/(4) PMER. SITE EACH SIDE OF DOOR (BUr NOT FAMUM)DPROVIDE A F11191 TRICE ATTACHED TO EACH BRACKET /146 QSIAL SOEWS4a/TF SIEET METAL MOUNTNO SISSACE MMOITIALMAW00EDTWITHONE1/4.O/S• BOLT t NUT 4) 1 4 rAPPWa sENDSNP LAY VOIAM TRANSFER LOAD.ors TwoI/4 O A RNElSauTSDEKEYED -IINaLE Em Dx• OU SHORr-STEIA. 10 BALL STEEL ROUDL 14 HP CL E SIRE SI4E Iy 00D MARK WESTERFIE D. PTENE• D(TO END INTER. FRPARADa11 orjmMprTTngm _ - RMIDA P.E 1404G5 SSTMLES W." 14.5/B•NSDE KINDLE Sint -- - NORTH CARGRNA PE: /x30SxO• TALI. U-BIN4) li4/4(•. J/4• SELF LOCK BINm a 0ILV. STEELPING soEWS. SN. P rr evK OPTION ' N DESIGN LOADS: +24.0 PSF AT -24.5 PSF 1°I'RD`50 KSI aumDE E CHya SETHTIE PROFccvowL sDESIGN OF THESLPFORIINC SFMCFURAL ue' TEST LOADS: +36.0 PSF h -37. 0 PSF L• FALL . m u CALv. STEEL a- e-M OaD SLIDE BOLT Eor DOOR IIE = FOR THE BUILDING OR SDNCTI E NG IN ACCODNFQN A x-1-x-1 PAi10IN ooETWOU-BNtS SITE LOON ENLYiS Siof1-7/B• ON BOTWM SECTION, d1i U-ew aN AM Kra vunr-4LTIES ORAwvNG. « .4oai Y L mTpRf3JPART NO.:u-aw ATTACHED TRAClL ONE NOTIaD A rAPPWD 5p¢vr5 TRA a y y,' xxi4"`6' St2 SaMrA A SAL TWOEACH SM . ClOM1O 9ADMG'dmax.TS aTE TOLERANCESar. jAtvKtinTw OF1 49202 OF DOOR. ..waVHa A..1..r .p MI.HL5M:3ERA.0 t.03 WE aOLlOfdtL fm NO. 1-313-76i-3519 n6lD aAxpeer .00 t.015erOTKw A -A (. TOr, VIELOCK OPTION. . P, c.I.. FIN. ro DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD D WIT (2) BOTTOM eSHEEET./DRAWN BY: 8MM DATE: 4 IB 00 SCALE: NTS.VINYL 09RRUT USION /I.aS/B• SIIFEf METAL 5F7tE1Y5. Z Ol / / DING. R reNu t I CHECKED 9Y: MWW PATE: 4/ 18/00 SHEET 1 OF ( SIZE 1J Third W « UNSaa SIGt4d OUN.Oa4 ProjacGon OTMFHSIOHS ARE N INCHES. DWG. NO.: 102138REV. NO. I MODEL: 685T (25 GA. STEEL SKIN) REVISIONS MODEL: 4RST (24 GA. STEEL SKIN IRV. NOI ZONE: I DATE: ECN N0. APPVD: DESCRIPTION LISTEDOPTIONALosecussOR I A4 11/00 - MYnv Ott (I) WAS (x) FOR TRACK BOLT 1 8• ACRYLIC UTES AVAILABLE 1) INTERMEDIATE STILE ( EE SECTION B-B) ATTACHED W i -L-LOG (Tpp BO 20 C+L Mw. END STILES ATTACHED i0 DOOR AND UR =( ADHESIVE (AIANC CENTER) SKIN WITH PATEMED TOG-L-IOC SYSTEM -' (-' 2• > 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY r• •- A P. BOTTOM h CENTER). 20 CAL GALV. STEEL DOOR INSTALLER (To SUIT) 3- i— 1-7 T u cA GALV. s,m FLAG BRACKET. REPORT#9606C 1e °A V• s>m TDP EACH FASTENED TO wooD JAMB wrnt v(3) (3) 5/16•xl-5/8• WOOD LAG SCREWS. R I 25 CAL WIN. GALV. 11 L BRACKET SEEr 1ETK UM, DOUBLE TRACK LOCK POSITION STEEL SKIN COATED TRACK CONFIGURATION Low HEADROOM IS BOTH SIDES) AND T BAKED -ON BAKED-ONPRIMER. POLYESTER S IO AVAILABLE AS AN OPTION Two POINT LOCKING TOP COAT APPLIED TO BOTH ¢ ODOR SIDES OF STEEL SKIN. 14 cA CALM. STEEL HEKDR •L' ONE 3' TALL x EFATTF m TO EMEACH 8 - 20 GA. U-BAR (50 KSI) . 4) 14Ga 4 IJWTRGICK T)OCKNESS:.060- - 0 B SHEET PER DOOR SECTION. END SLIDE BOLT • (4) 1/4•.3/4• SELF Z• a -0 88 I STILE LOCK ENGAGES EAPPM SCREWS.' p INTO VERTICAL x OPTIONAL OF -_• A LOCK ONE Sr TALL . f u GLV. = TYP. RACK 0x 12BRAG ET CALM. STEEL TRAGIC BRACKET. M VENTS A EACH SIDE S1RiL uS.R O14E 0-BNM (4) TRACK BRACKETS PER SIDE PER SE(.110N. FACN U-BYt AiTILIQD OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. WTiN 11MO 1/4•a/4' SREF VPPINO MAX. DOOR WIDTH 9'0• SOSNS PE>i SRIE LarwTCN. LHR TOP BRACKET N INSIDE SUDE BOLT DOUBLE HORIZONTAL O114x5/8- SHEET METAL SCREWS LOCK OPTION DOORS UP TO 7•-0- HIGH CONSIST OF 4) SECTIONS (SHOWN). FRONT FRAME WITH U.V. \ DOORS OVER 7'-0- HIGH CONSIST OF (5) SECTION (NOT SHOWN). COATING ON OUTSIDE SURFACE DOUBLE TRA!'K 13 G CAW. STEEL BOTTOM LOW HEADROOM OPDON O O BRACKET . ATENCED T111 TWO n T1/4•x3/4• SELF I 2 .J lAG SCREWS ON 24CENTERS.I. O.D. MIN. 114m/a SHEET METAL SCaEMS. 1. TAPPING SCREWS. WASHER REOUOtED. LAG SCREWS MtAY BE COUNTERSUNK AwMmaIM1 E%T1a190N 558GLASSORWINDOW Lrt(BUTNOT REQUIRED TO PROVIDE A FLUSH MOUNTING 1•A(XiYIJC LRESECTION B-B14GAENDMINCES18CJINTERMEDLlTEHINGE ) • `i1n1 EAi RSllap• ACE HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. 2x6 YELLOW PINE 12 GA. CALM. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16-xl-5/8• LAG SCREW PER TRACK BRACKET. 2- GAIN. STEEL TRACK FASTENED TO J 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4•4/8• DOLT & NUT OR TWO I/4- DIA. RIVETS. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE sEcnON A -A (SIDE VIEW) 8.3/4• PAN HEAD SCREW VERTICAL JAMB ATTACHMENT (C- (10 SCREWS PER LITE) ENO 2 ;'SICONCRETE CIXl_IMN • MOLDED INSIDE STILE38x4SLEEVEANCHORSON24CEURFRS (BOTH LITE RETAINER INTER' C-90 BLOCK OR 2A00 PSI ION. -CONCRETE) OR SNAP LATCH ENGAGES STILE 1/4 x4 TAPCON SCREWS ON 24 CENTERS (2.000 20 GA GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH 20 CA. GALV. STEEL INTEF ANCHORS, O.D. MIN. WASHERS REQUIRED WITH NOT RE . ANCHORS MAY BE COUNTERSUNK INTER. STILEWITHTH BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. SOLES W/(4) 1 1{.5/8• SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED To END STILES EACH 148• SHEET METAL SCREWS 4)x5 I4-x3/4- SELF TAPPING SCREWS PER ENO HINGE PREPARATION OF JAMBS BY OTHERS, t--2• DMA. SHORT STEM. 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-G NOTE 2" THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD P.E. WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. /48495 i THISDRAWING. NORTH CAROLINA P.E. 123832 4 1 .3 ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLESEND I V STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING INSIDE HANDLE OUTSIDE KEYED LOGIC SNAP LATCH LOCK OPTION r ama LwC laooul.rs m TOLERANCES m. b mAi..O bib stl .nq GM 0 . t.03 erl b My w..nt fan Y aeww N. aa . nr 4 .000 . t LOOS 0000 . t.001 vsOZb` D4praen . t I/2' Third Anoo . _ Wa.n S1 —X -. a LOCK 8AR ENGAGES IN TRACK ON EACH SIDE OF DOOR C I-] DESIGN LOADS: +25.0 P.S.F. h -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. oiaa I.WO .R aom . emu[ Hnma> L; ON 45202 SubISMIDEAu4A 1x1ad7mMn. fm NT. I-313-742.%19 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BUM I DATE: 4/18/00 SCALE: NITS DWG.R CHECKED BY: MWW I DATE: 4/18/001 SHEER' I OF I SIZE L DWG. NO.: 102137 1 REV. NO. 1 pKtuduL ; Lvuj-la 7 Dljj-jJjiV;I-3 vuy. FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879A Builder: DR HORTON Address: a-40 cL.,qp,57_SoALP_, c_tl2C.LE5 Permitting Office: City, State: 54 AFi0 2P>, F-L .-S9J-:7-A Permit Number: Owner: D.; . NP¢ZW Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (112) 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 112 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 112 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:A DATE: 03.02 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: I d-1 Ce DATE: 41ag-103 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGaugeO (Version: FLRCSB v3.2) FORM 60OA-2001 r SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPMPoints Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Gear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGaugeG DCA Form 60OA-2001 EnergyGaugeG/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier . Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Ev WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Wfiter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier . Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/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 Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 1 18544 4898 10495 33937 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 -• Penetrations/openings >1/8' sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier Is Installed that Is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2' clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers, combustion space heaters comply with NFPA, have combustion air. SA-22 QTHFR PRFSCRIPTIVF MFASIIRFS /mu¢t ho mat nr nve-nnrinrl hu n11 rncirinne 1 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 nallons 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 Se arate readil :accessible manual or automatic thermostat for,each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 w ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (W) 2872 ft' c. N/A 7. Glass area & type a. C18ar - single pane 319.0 ft' _ 13. Heating systems b. Clear -double pane 0.0 ft' _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft' c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, b. N/A 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) o TlE ST9TF in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:Date: II03 w c t q Address of New Home: 2 . City/FL Zip: SA1--19=d> GL .3 WA coD WE tq` NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPADOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: DR HORTON Notes: Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2872 2872 Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency Heating Input Heating.output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total lens. equip. load 36315 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Bold4talic values have been manually overriddenC Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 C wnghtsoft RigMSufte ResidenOW11' 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:1Fi1esldrhodon\287912879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 W x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 *F Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 W x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 *F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.diff. x 153 cfm = 4526 Btuh vroceaure u - tqulpment 5lzing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 *F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 grAb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold4talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. LZL wnghtsOft Right -Suite Residential'5.0.64 RSR26015 Z& E:TllesXdrtiorton12879%2879REVD.rsr 2002-Feb-28 13:29:06 Page 1 RIGHT,J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2865 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM 1Tji10 SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 c WPIght50ft RightSulte Residential*" 5.0.64 RSR26015 2002-Feb-28 13:29:06 A E:Tfles%drhorton%2879X2879REVD.rsr Page 1 a n sw b c n 0 d 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 ti WrIghtSC3 t RigMSuite ResiderdiW'" 5.0.64 RSR26015mE:%nies%drhorton'287912879REVD.rsr 2002Feb-28 13:29:08 Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10 3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANUAL J: !th La. 1 Name of room Entire House LN/DIN/FOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/000l d 8.0 111 heat/cool 8.0 ft heat/cool 8.0 ft Iheatt000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg I Clg ft) Htg Clg ft) Htg I Clg W) Htg Clg 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.9 1.9 1000 64 0 0 walls and c 13C 3.2 1.2 552 144 88 64 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 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0'--- 0 0 d 0.0 0 0 0 0•«« 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0«-- f 0.0 0 01 0 0 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0'-« 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 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 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: mom b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 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 26.61 8.6 355 9454 30391 91 2424 779 18 479 154 0 0 0 13 Subtotal bss=6+8. +11+12 37246 8592 1184 856 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 10°/ 3725 10 OA 859 10°/ 118 10 86 15 Total loss = 13+14 40970 9451 1302 942 16 Int. gains: People ® 300 5 1500 0 0 0 0 0 0 Appl. Q 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 3234 100/ 605 100/ 107 10 OA 26 19 Total RSH gain=(17+18)-PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 1201 Air required (dm) 0 1933 01 362 0 64 01 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr jHt5019t RightSuke Residential^' 5.0.64 RSR26015 2002-Feb28 13:29:064E& E:Ti1eslditft l287912879REVD.rsr Page 1 C RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 103-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /th td. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 It 11.0 It 13.0 It 0.0 It 3 Room dimensions 10.0 x 10.0 It 10.0 x 11.0 It 13.0 x 21.0 It 6.0 x 5.0 It 4 Ceiings Condit. Option 8.0 It heat/cool 8.0 111 heat/cool 8.0 It heat/cool 8.0 it heat/000i TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft-) Htg I CIg ft2) Htg Clg ft') Htg I Clg 111) Htg Clg 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 1 ».. 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0- Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0 0 0 0 0 0 Cooling ENV 0.0 0 0 0- 0 0- 0 0 0 SE/SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 0'«• 0 0- 0 0 0 Horz 0.0 0 0 0 0 0- 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.61 8.6 16 426 137 161 426 137 16 426 1371 0 01 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 1091 144 104 149 10°/ 159 10 OA 0 15 Total loss = 13+14 1588 1643 17W 0 16 Int gains: People @ 300 0 0 0 0 1 300 0 0 Appl. @ 1200 0 0 0 0 0- 0 0 0 17 Subtot RSH gain=7+8. +12+16 1027 1044 1377 0 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 109c 103 10°/ 104 10°/ 138 10°/ 0 19 Total RSH gain=(17+18)'PLF 1.00 1130 1.00' 1148 1.00 1514 1.00 0 20 Air required (cfm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w ghtsoft RightSuite Residential^' 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:tFilesldrhorton12879\2879REVO.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: An ttl. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft 4 Cefings Condit Option 8.0 ft heatt000l 8.0 ft heat/cool 8.0 ft heattcool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg I Clg ft') Htg Clg ft') Htg I Clg ft2) Htg Clg 5 Gross a 14B 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 96 0 walls and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 00 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 53 1411 454 10 266 86 15 399 128 01 0 0 13 Subtotal loss=6+8..+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 100A 566 10514 154 10% 192 10 OA 52 15 Total loss =13+14 6223 1689 2108 572 16 Int gains: People Q 300 4 1200 0 0 0 0 0 0 Appl. ® 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 10 549 100 231 100/ 157 10°/ 42 19 Total RSH gain=(17+18)•PLF 1.00 6043 1.00 2542 1.00 1731 1.00 463 20 Air required (cfm) 0 328 0 138 01 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 wr ghtsoR RightSufte ResidentialT 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:tFiles%drhortont287912879REVD.rsr page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10 3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 j: ttn ha. I Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 ft 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 It 4 Ceilngs Condit. Option - 8.0 ft heat/cool 8.0 111 heat/000l 8.0 ftl heat/cool TYPE OF CNSO HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE Htg I Cig ft2) Htg I CIg ft) Htg I CAg ft) Htg I CAg Htg Cig 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 432 im 41 walls and c 13C 3.2 1.2 M 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 01f0.0 0.01 0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Haating c 9C 38.7 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NEINW 51.4 W 1872 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 54.3 52 4006 13 621 15 711 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 1:2 * 7 0 0 0 0 01 0 0 0 01b0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 01 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0. 01 0.0 0 0 0 0 0 0 0 0 e 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 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 01 0 0 e 0.0 0.0 0 0 0 010 0 0 0 0 0 1 0.0 0.0 0 0 0 0 0 0 0 0 01 I I Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 penmete r c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 for slab e 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) I f 1 0.0 0.0 01 0 0 0 0 0 0 0 0 1 121 Infiltration a .1 26.61 8.6 90 2397 7701 15 3991 12 151 399 1281 13 Subtotal loss--6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10 O/C 906 10 OA 151 1 OOA 188 15 Total loss = 13+14 9968 1662 2070 16 Int. gains: People @ 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less extennal cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 100/1 872 10 OA 133 10% 167 19 Total RSH gain=(17+18)*PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (cfm) 1 1 5211 0 79 n inn Printout certified by ACCA to meet all requirements of Manual J Ah Ed. Right -Suite Residential 5.0.64 RSR26015 2002-Feb-28 13:29:06 14256k EAFI1es\drhodon\287M879REVD..r Page 4 U- ductcap r bath ducl to mof cap f— SLAB N kLL Rating Musl home a rdnhum ciewance of 4 Inches ariound 'the air handler per the State Ene, y code. Alt duct has an r=6 Insulation value. Wz ON M CU M: Co ', 0 C=I ru 00 IM z Co w z z Co < 0 D Of CO CL —i V) a 0 PLOT PLAN DESCRIPTION: (AS FURNISHED) APIARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 ST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH t9; THENCE RUN NOO-25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89*33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N 00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89*33'46"E A DISTANCE OF 897.66 FEET; THENCE RUN SOO*25'29"W A DISTANCE OF 47.87 FEET; THENCE RUN S89*36'15"E A DISTANCE OF 150.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89*36'15"E A DISTANCE OF 50.00 FEET; THENCE RUN SOO'25'29"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'36'15"W A DISTANCE OF 50.00 FEET; THENCE RUN NOO'25'29"E A DISTANCE OF 110.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES ±. 1" = 30' - GRAPHIC SCALE 0 15 30 POINT OF COMMENCEMENT NORTHWEST CORNER 14OFLOT25. V 897.66- cq 0 51 z 4, S89*36'15"E V 150.00 338' S89 33*46 E PROPOSED LOT 23 FLOOIR. S-,UA3 Ell MUSTB"' 'BAKERS PHASE 1 0, PAGES 27-29WU ESSOFADJA- JEDOTHEr" BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' Lli 00) 0 N Ln 0 0 z POINT OF BEGINNING TRACT "B' OPEN AREA 50. 00' S89'36'1 5"E PROPOSED LOT 24 DRAINAGE TYPE A PROPOSED MODEL 2879 FINISHED FLOOR ELEVATION=37.9 40.0' 5.7- L-L4 - Z 1O'lUnLITY EAS'EMENT.:- N89*36'1 5"W 50. 00' 00: PT 191,77- 55.74' 361 5-W CEN TERLINE OF,) 217.51 RICHT—OF—WAY PREPARED FOR: UNNAMED ROADWAY D.R. HORTON TRACT A 50' RIGHT OF WAY LOT 24 CONTAINS 5500 SOUARE FEET LEGEND. THIS STRUCTURE CONTAINS 2107 SOUARE FEET BUILDING SETBACK LINE MLW TOTAL CONCRETE 544 SO. FT. CENTERLINE P013 TOTAL SOD 2849 SO. FT. RIGHT OF WAY LINE POL PCC PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW' ORPD 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE 6 PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS L C.B. LS LAND SURVEYOR PC PRU PERMANENT REFERENCE MONUMENT P' PCP PERMANENT CONTROL POINT PRC P) PER PLAT PT THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES M) MEASURED Typ ONLY. THIS I S NOT INTENDED FOR THE CONSTRUCTION OF CALC) CALCULATED A/C THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FND FOUND CONCRETE WALK Cew RP LIST FOR CONSTRUCTION. EMW SIDEWALK R ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA CP CONCRETE PAD cs FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES PI3PGS PLAT BOOK PACES CR/W ONLY. THIS IS NOT A SURVEY NG NATURAL GRADE ORD SO. FT. SOUARE FEET 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 24 ASIBEINGS89'36'15" E PER PLAT. I FIELD DATE:) SCALE: I" = 30 FEET APPROVED BY: WRM AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. F-- - 32801- (407) 426-7979 c; I PROPOSED LOT 25 0)- 0 CN 0 U7) N 0- 0 V) 5r,.4 PROPOSED INLET P, UJI i uj no wg pol MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENO I ES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES PONT OF INTERSECTION DENO I ES POIN T OF REVERSE CURVATURE DENOTES POINT OF TANCENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RICHT-OF-WAY OFFICIAL RECORDS BOOK I. 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. FA JOB NO. ASM40198 - I DRAWN BY: IPLOT PLAN 04-23-03 I JAJ 11/11, ' t IIEYY, f I I RIMAlLmzlill WILLIA LO JR. PS A/#/49 id O.TE I M iTeke MiTek Industries Inc. 16472 Segovia Circle,North Pembroke Pines, FL 333314627 USA February 17, 2003 Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : 14421339 thru 14421366. Total : 28 drawings. Job :DR2879D (--(L C% Builder D.R. HORTON Location :BAKERS CROSSING, LOT 24 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 6 1 GI 5-31 Section 003 of the Florida Board of Professional Regulation. This package include: Junaidie Budiman, PE 1) 28 Truss drawing. 2) Truss Index. February 17, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1- 1995 Sec.2. TRUSS INDEX OF JOB DR2879D Trdsses included=28 0,"\DR2879D\aAre" 1 4421339 1,"\DR2879D\a I lAre" 1 4421340 2,"\DR2879D\a7Are" 1 4421341 3,"\DR2879D\a9Are" 1 4421342 4,'\DR2879D\agabAre" 1 4421343 5,"\DR2879D\b1Are" 1 4421344 6,"\DR2879D\bgabAre" 1 4421345 7,"\DR2879D\bgab2Are" 1 4421346 8,"\DR2879D\cAre" 1 4421347 9,"\DR2879D\cgabAre" 1 4421348 10,"\DR2879D\dAre" 1 4421349 1 1,"\DR2879D\dgabAre" 1 4421350 12,"\DR2879D\dgab2Are" 1 4421351 13,"\DR2879D\eAre" 1 4421352 14,"\DR2879D\e1Are" 1 4421353 15,"\DR2879D\f19Are' 1 4421354 16,"MR2879DV22.tre" 1 4421355 17,"\DR2@79DV22aAre" 1 4421356 18,"\DR2879D\f23Are" 1 4421357 19,-\DR2879D\fgAre- 1 4421358 20,1'PR2879D Are- 1 4421359 21."\DR2879D\kAre" 1 4421360 22,"\DR2879D\k1Are" 1 4421361 23,"\DR2879D\1Are* 1 4421362 24,"\DR2879D\11Are" 1 4421363 25,"\DR2879D\rnAre" 1 4421364 26,"\DR2879D\m1Are" 1 4421365 27,"\DR2879D\sAre" 1 4421366 1 4421367 No. 4.5161 0- 0 -`9 401TATE OF OR 10 January 27, 2003 WARNWG - Ver(& design parwnetem and PJCAD N079B ON THIS AND RZYMM SME BZPCJW VW. een Design valid for use only with MITek connector$. ]his design Is based ontV upon parameters shown, and Is for on tndK4dual building component to be Installed and loaded vertically. AppOcabOly of design parameters and proper Incorporation of component Is responsibility of building designs# - not truss design.,. Bracing shown Is lot lateral support of Individual web members ontV. Additional temporary bracing to Insure dobWty during construction Is the esponsibility of the erector. Additional permanent bilacing of the overall structure Is the responsibility of the building designer. For general guidance egoiding fabrication, quality contioL storage. clethrery, erection and bracing, consult OST-88 Quality Standard. DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Recommendation available from Teuss Plate Institute, 58.3 D'Onofflo Drive, Madison, WI 53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 1 ]/, 44 Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All a: 0 For 4 x 2 orientation, locate 3: plates 1/8" from outside edge of 0- truss and vertical web. 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. FA RTH EST TO THE LEFT. I 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 continuous lateral bracing. ICBO 1591,1329,4922 SBCCI 87206,86217,9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. WWI QD FORM016,019 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 intere§ted parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 0 a: joint and embed fully. Avoid knots and wane 0 at joint locations. CL 4. UnI I ess otherwise noted, locate chord splices 0 at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. MM TM PANELCALipCLIP3 HMPO-AIR 0 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 comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. @ 1993 Mitek Holdings, Inc. 01 Job Truss Truss Type Qty Ply HORTON 14421339 Dli2879D A ROOFTRUSS 19 1 Optional) ACCU-SPAN-TH, LONGWOOD, FL. MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:21 2003 Page 1 6-0-12 11-7-0 1 23-2-017-1-4 1-0-0 6-0-12 5-6-4 5-6-4 6-0-12 scale 1:39.6 4,5 4 6.00 r1-2 2.4 2.4 3 2 7 3.4 U4 U4 US 7-IG-13 15-3-3 23-2-0 i i 7-10-13 7-4-5 7-10-13 Plate Offsets (X,Y):::: :0-3-0.0-3-0) LOADING (pso SPACING 2-" CS1 DEFIL in (loc) l/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 2491190 TCOL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC20011 list LC LL Min Vdefl = 480 Weight: 105 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 4-7-0 oc pudins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8.2=1169/0-4-0 Max Horz 2= 1 97(load case 4) Max Uplift6=-605(load case 5). 2---699(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=17,2-3=-1700.3-4=-1475,4-5=-1485,5-6=-1713 BOTCHORD 2-8=1507,7-8=1037.6-7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=25ft; TCDL=4.2psf-, BCDL=5.Opsf; occupancy category 11; exposure B; partialtyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of Wthstanding 605 lb uplift at joint 6 and 699 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. V'rF,-- B LOAD CASE(S) Standard No. 4.5161 E F Rl AWAZYWO - VerW design parantetem and READ NOTES ON 71M AND REVERSE SWE BZFOJtB EISE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and b for an Individual buliding component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is iesponsIbUlty of building designer - not truss designei. BiocIng shown Is for lateral support of Individual web members only. Additional temporary biocing to Insure stability duflng construction h the of the eiectot. Additional permanent bi1sclrig of the ovetall structure Is the tesponsiblilty of the bullding desIgnei. For general guidanceesponslbillty egarding lobilcation. quality contiol, storage, delivery, election and biaclng, consult OST-88 Quattly Standard. DSB-89 BrocIng Specification. and HIB-91 MiTekHandlingInstallingandBrocingRecommendationavollablefromTrussftteinstitute, $83 D'Onofilo Dilve, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 Ilo- 13/14 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 ecurely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other intere§ted parties.. C2 rm- 2. Cut members to bear tightly against each other. VVEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 M 0 a: 0 joint and embed fully. Avoid knots and wane lates 1/8" from outside edge ofp 'I, U CL 1: at joint locations. truss and vertical web. 0 IN CL 4. Unless otherwise noted, locate chord splices at 1 14 length(' 6" fromcaCYC6panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plang format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall JoInt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 0010 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! 0 WWI FORM018.019 HYDRO-AIN 0 1111111 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 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. Job Truss Truss Type City Ply HORTON 14421340 DR2879D All ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries. Inc. Mon Jan 27 15:40:22 2003 Page 1 5-9-4 12-2-0 17-4-12 1 23-2-0 1-0-0 5-94 5-2-12 1-2-0 5-2-12 5-9-4 Scale 1:40.1 4A 4A 4 6.00 r-12 30 3x4 r 7 2 CN 10 9 3A 2.411 3.4 5A 2.4 11 5-9-4 11-0-0 12-2-0 17-4-12 23-2-0 1 1 5-9-4 5-2-12 1-2-0 5-2-12 5-9-4 Plate Offs%!s MY): f9:0-3-0,0-3-01 LOADING(pso SPACING 2-M CS1 DEFIL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL)- 0.09 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Vdefl = 480 Weight: 116 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 4-5-13 oc pudins. BOTCHORD 2 X 4 SYP No.2D BOTCHORa Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1071/0-4-0, 2--1167/04-0 Max Horz2=189(load case 4) Max Uplift7=-595(load case 5), 2=-694(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=34,2-3---1919,3-4=-1341,4-5=-1124,5-6=-1342.6-7=-1933 BOTCHORD 2-11=1624,10-11=1624,9-10=1124,8-9=1638.7-8=1638 WEBS 3-11=132, 3-10=-579. 4-10=336, 5-9=340. 6-9=-595, 6-8=141 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC20011; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 7 and 694 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines. FL 33331. NVE B LOAD CASE(S) Standard No. 4.5161 16. STATE OF 0 R 10.- fram.0.006 L WAJtNWG - Veryk design paranwiters; and R&W NOrES ON TBIS AND REVERM SWE BE"RE USE - Design valid for use only with MlTek connectots. This design Is based only upon parameters shown. and Is tot an Indtviclual building component to be Installed and looded vertically. Applicability of design parameters and piopet incorporation of component Is iesponsibIlIty of building designer - not truss designei. Biocing shown Is tot lateral support of Individual web membets only. Additional temporary bracing to Insure stability duilng construction Is the of the elector. Additional permanent billicing of the overall shuctuse Is the itasponsIbIlIty of The building designer. For general guidanceesponsibility egaiding fabrication, quality contiot, stoiage, delivery. election and bracing, consult QST-88 Quality Standard, DSO-89 Bracing Specification. and HIS-91 MiTekHandlingInstallingandBracingRecommerWallonavoliablefromTrussPlateinstitute, 593 D'Onofflo, Drive, Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' 44 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 ecurely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other intere§ted parties.. F C2 TC3_ 2. Cut members to bear tightly against each17-71 other. 0 a: VYEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 M joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of U CL V11 0 C M at joint locations. truss and vertical web. 0 L) CL 0 4. Unless otherwise noted, locate chord splices at 14 length(+ 6" fromcaCyC6panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in A J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 0011 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEB$ ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR GLA"G-fQAJL 86-93, 85-75, 91-28 TCB 17.08 1591,1329,4922 87206,86217,9190 870040-N, 930013-N, 910080-N 19! 0 MiTeke RD-AIR IIIIII TM PANEL CLIJP 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 comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Boftom 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. .4 Job niss Truss Type CRY Ply HORTON 14421341 DF;2879D A7 ROOFTRUSS 1 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 3-9-4 7-0-0 11-7-0 16-2-0 1 19.4-12 1 23-2-0 1-0-0 3-94 3-2-12 4-7-0 4-7-0 3-2-12 3-9-4 V Sciele 1:40.0 4 e oo P-2 2X4 2.4 3 L-M Ull 111 10 3.8 3.4 US 3 4 7-0-0 11-7-0 16-2-0 23-2-0 1 7-0-0 4-7-0 4-7-0 7-G-0 Plate Offsatso Y: [2:04-O,O-Ml,[4:0-1-12,0-2-121,[6:0-1-12,0-2-121,[8:0-8-0,0-"I,[10:04-0,0-3-0I LOADING (pso SPACING 2-" CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL). 0.25 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.28 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.11 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 480 Weight: 121 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D *Except* TOPCHORD Sheathed or 3-1-6 oc purlins. 4-6 2 X 6 SYP No.2ND BOTCHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOTCHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=214010-4-0, 2=2231/0-4-0 Max Horz 2= 1 35(load case 4) Max Uplift8=-1472(load case 5), 2=-1 568(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2--17,2-3=-4117,3-4=-3944,4-5=-4197,5-6=-4197.6-7=-3944,7-8=-4117 BOTCHORD 2-11=3630,10-11=3575,9-10=3575.8-9=3630 WEBS 3-11=-100.4-11=812.4-10=784.5-10=-767.6-10=784,6-9=812,7-9=-100 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC20011; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf:, occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. 5) Girder carries hip end with 7-" end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 528.01b up at 16-2-0, and 603.21b down IN1 and 528.Olb up at 7-" on bottom chord. Design for unspecified connection(s) is delegated to the building designer. It F I 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines. FL 33331. LOAD CASE(S) Standard No, 4.51611) Regular Lumber Increase= 1.33, Plate Increase= 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-1 54.2. 6-8=-74.0. 2-1 1=-20.0, 9-1 11=41.7. 8-9=-20.0 Concentrated Loads (lb) eon SATATE OF Vert: 11 =-603.2 9=-603.2 R IR L AWARIVING - Vert& design Parnmeetem and READ NOTES ON 1WS AND REVERSE SWE Elff"RE USE. (ID Design valid for use only with MITek connectais. This design Is bosed only upon parometem shown, and Is foe an Individual building component to be Installed and looded vertically. Applicability of design poiometent and plopei Incotpoiation of component Is iesponsibililly of building designee - not teuss designee. Biocing shown Is foe latetol support of individual web membeis only. Additional lempofory biocing to Insuie stability during consiluction Is the tesponsibility of the etectot. Additional paimanent bt ictnqg of the ovetatl shuclute Is the tesponsiblIlly of the building designee. Foe genetal guidance iegaiding lobilcallon, quality contiol. slotage, delivery. 6tection and bracing, consult OST-88 Quality Standard. DS11-89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendation available learn Tiuss ftle institute, 383 D'Onofilo Delve, Madison. W153719. MiTek Symbols PLATE LOCATION AND ORIENTATION 0110- 113/14 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All For 4 x 2 orientation, locate plates I/e" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MfTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS C2 7C3- VVEBS J5 cc 0 X 0 0 ca C? C6 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591,1329,4922 SBCCI 87206,86217,9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N Mi! MiTeke M= TM PANE3LA CLIP FORM018.019 HYDRMAIR (9) 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 intere§ted 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. UnI I ess otherwise noted, locate chord splices at 14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. @ 1993 Mitelk Holdings, Inc. 16b Truss Truss Type Oty Ply HORTON 14421342 Dli2879D A9 ROOFTRUSS 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 4-9-4 9-0-0 14-2-0 1 184-12 23-2-0 1-0-0 4-9-4 4-2-12 5-2-0 4-2-12 444 Scale 1:40.1 44 4A 4 6.00 [1-2 2.4 2.4 3 6 7 2 L.L1 1- I r 199a 3A 34 3.4 9-0-0 14-2-0 23-2-01 9-0-0 5-2-0 9-0-0 Plate Offsets (X,Y): [8:0,3-0.0-3-01 LOADING (pso SPACING 2-M CS1 DEFIL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.38 7-8 >723 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Vdefl = 480 Weight: 1101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOPCHORD Sheathed or 4-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1071/0-4-0,2=1167/0-4-0 Max Horz2=163(load case 4) Max Uplift7=-570(load case 5 2---670(load case 4) FORCES (Ite) - First Load Case Only TOPCHORD 1-2=34,2-3=-1880.3-4=-1545,4-5=-1328,5-6=-1547,6-7=-1893 BOTCHORD 2-9=1621,8-9=1328,7-8=1637 WEBS 3-9=-341. 4-9=299, 5-8=310, 6-8=-360 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf. BCDL=5.Opsf; occupancy category 11; exposure B; partially.MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 7 and 670 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1 LOAD CASE(S) Standard P10. 4.5161 Ac STATE OF Y 0 R WARMNO - VerW design panarnelleers and R&W NO=S ON TMS AM REVERM SMZ BAMRS UW- Design valid to; use only with Ml7ek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loceded voillcolly. AppOcablilty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is foe lateral support of individual web members onlv. Additional temporary bicecing to Insure stability during construction is the iespons.1blilty of the eiecloi. Additional permanent bilbeing of The overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. deRvety, election and biocing, consult QST-88 Qualely Standard. 0SB-89 Bracing Specification. and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Friater institute, 683 D'Onotilo Drive, Madison, Wl 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply I . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property A' ecurely seat. J2 J3 J 4 owner and all other intere§ted parties.. 1148 TOP CHORDS 2. Cut members to bear tightly against each C2 Q other. 0 VVEBS J5 a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 1: joint and embed fully. Avoid knots and wane plates I/e" from outside edge of 0 0 a. X L) at joint locations. truss and vertical web. 0 CL 0 4. Unless otherwise noted, locate chord splices I at 14 length(+ 6" fromcaC? C6 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTelk/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E L E FT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Boftom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised in handling, TM @ PANEL erection and installation of trusses. @ 1993 Mitek Holdings, Inc CLIJP FORM018,019 MyORD.AIR@ J6b Truss Truss Type Oty Ply HORTON 14421343 D 2879D AGAB ROOFTRUSS 1 optional) ACCU-SPAN-TH, LONGWOOD, FL. MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 6-0-12 11-7-0 17-1-4 23-2-0 11-0-0 6-0-12 5-" 5-6-4 6-0-12 1 Scale 1:39.6 44 4 6.00 [T2 2 in Cl r7l Q 0 a 7 U4 U4 7-10-13 15-3-3 23-2-0 1 7-IG-13 7-4-5 7-10-13 Plate Offs Is )Y): 14:0-2-0,0-0411, 17:0-3-0,0-3-01, [22:0-"'0-"1 LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(rL) 0.04 6 n1a BCDL 10.0 Code FBC2001 I st LC LL Min Vdefl = 480 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8,2=1169/04-0 Max Horz2=197(load case 4) Max Uplift6=-605(load case 5), 2=-699(load case 4) FORCES (115) - First Load Case Only TOPCHORD 1-2=17.2-3=-1700.3-4=-1475.4-5=-1485,5-6=-1713 BOTCHORD 2-8=1507,7-8=1037,6-7=1525 WEBS 3-8=-351. 4-8=529, 4-7=546, 5-7=-367 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf-, occupancy category 11; exposure B; partiallyMWFRS gable end zone: cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detair 4) All plates are 2x4 M1120 unless otherwise indicated. 135) Gable studs spaced at 2-" oc. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint kF/ C4 2. 8) Truss Engineer Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines. FIL 3&331. LOAD CASE(S) Standard No. 4.5161 STATE OF 0 0 R 1,010tX, M.9.641- L A WA&MWG - VerM design paranieters and R&W NOMS ON MS MD MVWM 801: BAMRZ V=- Design valid for use only with MITek conneclofs. this design Is based only upon paiameters shown, and Is for an individual building component to be installed and loaded veffically. Applicability of design parameters and proper incorporation of component Is iesponsiblUty of building designer - not truss clesIgnei. Bracing shown Is for loteial support of Individual web members only. Additional temporary bracing to tnsuie stability during construction Is the tesponsIblilly of the erectoi. Additional permanent bibctng of the oveiall structure Is the iesponsibillty of the bunding designer. For general guidance tegaiding fabrication, quagly contlot, storage, dellveiy, election and bracing. consulf QST-8a Quality Standard, DSB-89 Bracing Specification. and HIB-91 Q) Handling InstallIna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofflo olive, Madison, WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 ro, 113/14 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 ecurely seat. J2 J3 J4 owner and all other intere§ted parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 other. 0 cc VVEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Na- r joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of CL 0 1: at joint locations. truss and vertical web. 0 CL 0 4. UnI I ess otherwise noted, locate chord splices 4 length(+ 6" fromr' C.1 at panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular Plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Comber is a non-structural consideration and MiTelk/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591,1329.4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stocks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. @ 1993 Mitek Holdings, IncCLIPI FORM018.019 MANG-ftAIL HYDRO -AIR @ J6b Truss Truss Type oty Ply HORTON 14421344 Dli2879D 131 MONO SCISSOR 25 1 optional) ACCU-SPAN-TH, LONGWOOD, FL. MiTek Industries Inc. 5.000 s Jul 23 2002 Mi rek Industries, Inc. Mon Jan 27 15:42:50 2003 Page 1 l-"l 5-9-12 11-2-2 16-10-0 ----I 1-0-0 5-9-12 5-4-e 5-7-14 1, Scale 1:49.3 30 6,00 F-12 20 11 4 54 3 2.411 a US 3. 00 F1 2- 2 9 516 30:: 9- 2 11-2-2 16-IG-0 16-1 -12 5-9-12 5-4-6 5-7-14 G-1-12 Elate Offsqts (X,Y) [3:0-3-0.0-3-01, [5:0-3-3, Edge], [5:0-2-15,0-1-121, [9:0-3-0,0-3-01 LOADING (pso SPACING 2-" CS1 DEFIL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(rL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 I st LC LL Min Vdefl = 480 Weight: 89 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS (lb/size) 5=87310-3-8. 2=872/0-" Max Horz2--726(load case 4) Max Uplift5=-707(load case 4). 2=-424(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=15,2-3=-1924,3-4=-1048,4-5=-1048.5-6=-23.5-7=55 BOTCHORD 2-9=1737.8-9=1734.7-8=-O WEBS 3-9=109, 3-8=-747, 4-8=-399, 5-8=1355 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001: 120mph; h=25ft; TCDL=4.2psf: BCDL=5.Opsf; occupancy category 11; exposure B; parballyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANS[frPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. OFE 13 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 4.5161 0- 0 STATE F JOR It 464#. L AWARMNO - Ver(& designparantietem and R&W NOTES ONIMSAND RSVERSC SME BRMRS USE. Design valid for use only with MITek connectofs. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded V0011-01tV. Applicablitty 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 bNcIng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quouty control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSI1-89 Bracing Specification. and HIS-91 Handling Installinq and Bracing R*commenciallon available from Truss Plate Institute, 583 D'Onofilo Ddve, Madison, Wl 53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 44 re- 13/14 Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and ecurely seat. 8 0 a: 0 For 4 x 2 orientation, locate X pniclates 1/8" from outside edge of CL truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS ii J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT M[Tok/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. I WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slats. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591,1329,4922 SBCCI 87206,86217,9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! WWI FORM018.019 GM1YG-hLA1L @ HYDRO -AIR @ 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 intereMed parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane 0 at joint locations. M L) CL 4. UnI I ess otherwise noted, locate chord splices 0 at 14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber sholl not exceed 19 % at time of fabrication. I TM pCnANEL Lip 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 befter than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Boftom 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 ore 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. Truss BGAB I MONO SCISSOR 14421345 5PAN-TH, LONGWOOD, FL, MiTek 3 5-9-12 11-2-2 16-1 G-0 1-0-0 5-9-12 5-4-6 5-7-14 U4 - 3.4 Scase - 5-9-12 5-9-12 11-2-2 5-4-6 16-10-0 7-14 16-.V-10 0-1-10 Plate Offsets (X,Y): [3:0-3-0,0-3-01, (5:0-3-3, Edge), [5:0-2-12,0-1-131, [9:0-3-0,0-3-01 LOADING (pso SPACING 2-" CS1 DEFIL in loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) 0.14 8-9 999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.03 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Vdefl = 480 Weight: 107 lb LUMBER TOP CHORD 2 X 4 SYP No.2D. SOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ibtsizet 5=873/0-3-8.2--872/0-" Max Harz 2=726(load case 4) Max UpliftS=-707(load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=15,2-3=-1924,3-4=-1048.4-5---1048.5-6=-23.5-7=55 BOTCHORD 2-9=1737,8-9=1734,7-8=-O WEBS 3-9=109, 3-8=-747,4-8=-399, 5-8=1355 BRACING TOPCHORD Sheathed or 4-3-6 oc purlins. except end verticals. BOTCHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 1 Row at midpt 5-8 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf: BCDL=5.Opsf, occupancy category II: exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek *Standard Gable End Detail" 3) Gable studs spaced at 2-M oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 4& WARNING - Ver(&# design parcurneters and R&AD N0178S ON TMS AND REVERM SIDE BEVORE USE. Design valid tot use only with MlTek connectors. This design Is based only upon parameters shown, and Is for on Individual bunding component to be installed and looded vertically. Applicability of design parameters and proper Incotpowlion of component Is tesponstbillty of building designer - not truss designer. Bracing shown ls for lateral support of individual web members only. Additional temporary bracing to Insure stability during condiuction Is the responsibility of the erector. Additional permanent bi1ticing of the overall structure b the iesponsiblilly of the building designer. For general guidance regarding fabrication, quality contiol, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification. and HIS-91 Handling Instalinq and Bracing Recommendallonovallable from Truss Plate institute, 583 D'Onofilo Dttva, Madison, W153719. No. 45161 Az STATE OF M! 0 MiTeke Symbols PLATE LOCATION AND ORIENTATION 44 re, 13/14 Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. IA" 'All 3l 0 a: Lj"" For 4 x 2 orientation, locate 0 polclates I /e" from outside edge of CL truss and vertical web. 0 This symbol Indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS ill J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mffek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E L E FT. I 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 1591,1329,49224e 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 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other intereMed parties.. 2. Cut members to bear tightly against each other. 3. Place plates an each face of truss at each a: joint and embed fully. Avoid knots and wane 0 at joint locations. CL 4. UnI I ess otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 11APPI TM NEL CLIJp HYDRO -AIR 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 comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber sholl 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. 16b Truss Truss Type QtY Ply HORTON 14421346 Dli2879D BGAB2 ROOFTRUSS 1 1 optional) ACCLI-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page I 1-0-0, 5-10-8 11-2-8 16-10-0 1-0-0 5-10-8 5-4-0 5-7-8 2YA 11 ScaW 1/4'- V 2.4 20 11 6.00 r-12 30 ZA 11 20 11 2.4 11 21 5A 4 24 3 1 3 2.411 2 3.4 19 18 17 le is 14 13 1 2X4 11 2.4 11 20 11 30 2.411 2.4 11 5Xs 34 8-6-8 16-10-0 8-6-8 8-" Plate Offsets (X,Y): :0-M,0-3-01, [13:0-3-0,0-3-01 LOADING (pso SPACING 2-" CS1 DEFIL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.07 18-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.02 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 480 Weight: 134 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.201 TOPCHORD Sheathed or 5-9-15 oc purlins. except end verticals. BOTCHORD 2 X 4 SYP No.20 BOTCHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Raw at midpt 11-12.8-12 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS (lb/size) 12=764/0-1-8. 2--877/0-8-0 Max Horz 2=708(load case 4) Max Upliftl 2=-664(load case 4), 2=-442(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1210, 3-4=-1 136, 4-5=-1034, 5-6=-872, 6-7=-827, 7-8=-795. 8-9=-1 11, 9-10=-38, 10-1 1=41, 111-12-124 BOTCHORD 2-19=992,18-19=990,17-18=990,16-17=990, 15-16=526.14-15=526,13-14=526,12-13=526 WEBS 5-24=-383. 16-24=-417, 16-23=354, 22-23=424. 8-22=542, 8-21 =-736, 20-21 =-722, 12-20=-737. 10-20=-94. 13-20=-72. 9-21=27,14-21=7,15-22=129,7-23=-75, 6-24=6.17-24=53, 4-18=90, 3-19=-56 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf-, BCDL=5.Opsf, occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of vAthstanding 664 lb uplift at joint 12 and 442 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface vAth truss chord at joint(s) 12. 1113 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 45 1 STATE OF A% OR It 41'reall. 00 L AWWWWO - Ver(fy design parcuirsetem and READ NOTES ON TKIS AND RBVTJtSE SMS BEPORE USE. Design valid for use only with Mr1ek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and looded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b for lateral supporl of Individual web membeit only. Additional temporary bracing to Insure stability during condiuclion Is the responsibility of the erector. Additional permanent bi ictng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality contfoL storage, delivery, election and bracing, consult QST-88 Quality Standard. DSB-89 Bracing Specification. and HIB-91 Handling InstallInq and Bracing Recommendation avolloble from Tiuu Plate institute, 693 D'Onoftio Drive, Madison, WI 53719. MiTek Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property re- 113/14 *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, propertyecurelyseat. J 2 J3 J4 owner and all other intere§ted parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 Q other. J5 a: VYEBS 3. Place plates on each face of truss at each 4 x 2 orientation, locate 0 0 1: 3 1 a: joint and embed fully. Avoid knots and wone pniclotes 1/8" from outside edge of L) 0 CL X 0 at joint locations. truss and vertical web. 0 CL 0 4. Unless otherwise noted, locate chord splices at 14 length(+ 6" fromcaC? C6c. 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. Comber is a non-structural consideration and MITelk/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591,1329,4922 ft. spacing, or less, if no ceiling is installed, 401 unless otherwise noted. SBCCI 87206,86217,9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stocks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised in handling, TM LPANE34A. IL:'o erection and installation of trusses. @ 1993 Mitelk Holdings, Inc CLIP FORM018,019 NMRO-AIR 0 16b Truss Truss Type Qty Ply HORTON 14421347 Dli287913 C ROOFTRUSS 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries. Inc. Mon Jan 27 15:40:24 2003 Page I 5-2-4 9-10-0 14-5-12 19-8-0 20-" 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 1-0-0 ScaSe - 1:35.1 44 4 5 00 F-2 2.4 2x4 1 3 5 2 L 3M 30 9-10-0 19-" 9-10-0 9-10-0 Elate Offsqts (X,Y) 18:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 I st LC LL Min Vdefl = 480 Weight: 88 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 5-4-2 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2--100010-4-0, 6=1000/0-" Max Horz 2--161 (load case 4) Max Uplift2=-605(load case 4), 6=-605(load case 5) FORCES (lb) - First Load Case Only TOPCHORD 1-2--17,2-3=-1360,3-4=-991,4-5=-991,5-6=-1360,6-7=17 BOTCHORD 2-8=1204,6-8=1204 WEBS 3-8=-360. 4-8=531, 5-8=-360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf-, BCDL=5.Opsf; occupancy category 11; exposure B: partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of %vithstanding 605 lb uplift at joint 2 and 605 lb uplift at joint 6. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines. FL 33331. LOAD CASE(S) Standard No. 45161 0 no- STAT 16. ORIO L AW.&IMMO - VerM deston pararrieters and JUMD NO=S ON IMS AM IMYEPM SWE BZMJW UM. Design valid tof use onty with MITek connectofs. This design Is based only upon pciometeis shown, and Is for an IndlAduol building component to be Installed and looded verl"Ity. Applicabilly of desJon parameters and piopef tncoipofalk>n of component Is iesponsFamy of building designer - not truss designer. Biocing shown h foi lolefol support of individual web memben ontV. Additional temporary biocing to Insure slablItty duflng construction Is the esponsIbilify of the etectot. Additional permanent bi iclng of the oveiatl structure Is the iesponsIblitty of the building designer. For general guidance egoidIng fabrication, quality contiol, stotage, dellveiy, evectlon and bracing, consu" OST-68 Quality Standard, OSS-89 Bracing Specification. and HIS-91 Handling Instafflngi and Bracing Rocommondation avoliable from Tiun Plate institute, SS3 D'Onofilo Ditve, Madison, W1 53719. MiTek Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1 . Provide copies of this truss design to the ecurely seat. building designer, erection supervisor, property 1W, J2 J3 J4 TOP CHORDS owner and all other intere§ted parties.. C2 C3 2. Cut members to bear tightly against each other. a: VVEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 X 0 00 a: 0 joint and embed fully. Avoid knots and wone at joint locations. plates 1/8" from outside edge of CL S X truss and vertical web. 0 L) 0. 4. LIN I ess otherwise noted, locate chord splices at 14 length(+ 6" fromIcaC7panel adjacent joint.) This symbol indicates the BOT'TOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mffelk/Gang-Nalll 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. MiTeke FORM016,019 GAPIG-NAIL @ HyDRO.AIR@ 0 TO PANEL CLIJP 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 comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Boftom 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 ore the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. @ 1993 Mitek Holdings, Inc. Job Truss Truss Type aty Ply HORTON 14421348 Dli2879D CGAB ROOFTRUSS 1 optional) ACCU-SPAN-TH. LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:25 2003 Page 1 5.2-4 9-10-0 14-5-12 19-8-0 20-8-01 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 1-0-0 Scale - 1:35.1 4x6 4 20 11 6. 00 F1 2- 2.4 2.4 1, 2.41, 3 20 11 2X4 11 11 20 11 11 2 r-I LI U 7 Z.4 11 2.411 2X4 11 2.411 2.4 11 2.411 2.411 W 11 3.4 U4 9-10-0 19-8-0 9-ID-0 9-10-0 Plate OffsVts ()(,Y): [8:0-4-0.0-3-01,[18:0-M.0-M],119:0-".O-"I,[20:0-",0-0-01.[21:0-M.0-0-0).[22:0-M,0-0-01.[23:04)-O,O-"],[24:0-M,0-0-01,[25:0-".O-"],[26:0-0-0 0-0-01 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 I st LC LL Min Udell = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 5-2-13 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1005/04-0,6=997/0-1-8 Max Harz 2= 161 (load case 4) Max Uplift2=-607(load case 4), 6=-600(load case 5) FORCES jib) - First Load Case Only TOPCHORD 1-2=17,2-3=-1371,3-4=-1002.4-5=-1002.5-6=-1383,6-7=17 BOTCHORD 2-8=1214.6-8=1230 WEBS 3-8=-360, 4-8=540. 5-8=-378 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf-. occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek *Standard Gable End Detail" It S B4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. ............ 6) Provide IIF/ mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 2 and 600 lb uplift at joint 6. 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. No. 4-5161LOADCASE(S) Standard 13- 0 STATE OF 0 R I L AWARMNG - Ver(fy design parantiaters and R&W NOrES ON TZl7S AND REVERSE EWE BEMRZ USE. 0 Design valid lot use only with MFTek connectoill. This design Is based ontv upon pwometers shown, and Is lot an individual building component to be Installed and looded vertically. ApplIcablilly of design parameters and pioper Incoipotallon of component Is iespons[bMty of building designer - not huss mi! desIgnet. Biocing shown Is lot lotefol support of Individual web members only. Additional tompotoiy bracing to Insure glablilty during construction Is the iesponsIbUlly of the etecloi. Additional pofmanent "ctng of the overall structure Is the iesponsIbIlIty of the building designet. For genelal guidance regarding fobricollon, quality control, storage, deffveiy, election and bracing, consulf QST-811 Quality Standard. DSB-89 Bracing Specification, and HIB-91 Handling InstallInq and Bracing Recommendation available from Tiuss Plate Institute, 583 D'Onofilo Dilve, Madison, WI 53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 44 rp- 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a: 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of CL truss and vertical web. 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[Tok/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. MiTek') FORM018,019 HYDRO -AIR@ AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other intere§ted parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane 0 at joint locations. CL 4. UnI I ess otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANELCLIPI 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. Bofforn 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. J6b Truss Truss Type City Ply HORTON 14421349 Dli2879D D SCISSORS 1 1 optional) ACCU-V- AN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 1-0-0 i 3-10-11 7-4-0 10-9-5 14-3-0 I 1 1-0-0 3-10-il 3-5-5 3-5-5 3-5-11 Scalo 1:25.7 4A 4 6. 00 ri —2 20 5 3 7 3. 00 rl —2 3.4 3.8 /1 51 1 7-4-0 1 14-3-0 7-4-0 6-11-0 Plate Offs.Qts (X,Y): [6:0-041,Edgel, (6:0-3-3,0-9-61 LOADING (psf) SPACING 2-" CS1 DEFIL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.16 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.07 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 480 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOPCHORD Sheathed or 5-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6=638/0-", 2=742/0-" Max Horz 2--141 (load case 4t Max Uplift6=-353(load case 5), 2=467(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=15,2-3=-1539,3-4=-1190,4-5=-1190,5-6=-1431 BOTCHORD 2-7=1367,6-7=1243 WEBS 4-7=786, 3-7=-263, 5-7=-142 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph: h=25ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category 11; exposure 8: parUallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 353 lb uplift at joint 6 and 467 lb uplift at joint 13 2. ...... 111 via5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines. FL 33331. LOAD CASE(S) Standard N0.45161 ba- STATE OF 44'so.0.001ORID". NAL AwAmviirc; - vert& design pamineters and RrAD Norzs oN Tws AND Rzv== SMZ BRIKORE USE. Design volld for use only with MTlek connectors. This design Is based only upon potameters shown. and Is foi an tndWuol building component to be Installed and looded vedicogy. Applicability of design parameters and proper Incoipoiction of component Is tesponsibillty of building designee - not huss deslgnei. Siccing shown b lot loteial support of individual web members ontV. Additional lempoiaty b#ocing to Insure stability cluilng condiuction Is the of the eiectof. Additional pairrionent bi ictnq of the ovefoll steucture b the responsibility of the building desIgnet. Fot genetal guidanceesponsibility egaiding labilcation, quality contiol, sloiage, delivery, election and btacing, consult QST-Sa QuaiRV Standard, DSB-89 Bracing Spectrection. and HIB-91 MiTekHandlingInstallinqandBracingRecommendationavailablehomTiussPlateinstitute, $83 D'Onofflo Dilve, Madison, Wl 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 011 pl- 1 IA Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1/81, securely seat. J2 J3 J4 owner and all other intere§ted parties.. TOP CHORDS FES- 2. Cut members to bear tightly against each C2 other. J5DVVEBS a: 3. Place plates on each face of truss at eacha*For 4 x 2 orientation, locate 0 X U 1 3: N V joint and embed fully. Avoid knots and wane plates I /e" from outside edge of CL ' 0 0 at joint locations. truss and vertical web. 0 M 0 4. Uni I ess otherwise noted, locate chord splices at 14 length(' 6" from C? C6 panel adjacent joint.) BOT'TOM CHORDSThissymbolIndicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular platIng format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Comber is a non-structural consideration and Mffek/Gang-Nall JoInt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEB$ ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension Is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. In all respects, equal to or better than the dimension Is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591,1329,4922 ft. spacing, or less, if no ceiling is installed, 0$ 00 unless otherwise noted. SBCCI 87206,86217,9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses withNlielwhichbearings (supports) occur. stocks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised in handling, PANEL erection and installation of trusses. @ 1993 Mitek Holdings, Inc CLIP, FORM018.019 OffORD-AIR 0 Job Truss Truss Type Oty Ply HORTON 14421350 DR2879D DGAB ROOFTRUSS 1 1 ootional) ACCU-VAN-TH. LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 1-0-0 7-4-0 14-84) 1 1-0-0 7-4-0 7-4-0 Scale 1:25.6 44 3 20 11 2.411 6,00 rV 2.411 2.411 4 2 q IHI IHI UJ 0 2.411 2.411 5 2.411 2.4 11 3x4 2X4 11 7-4-0 14-841 1 7-4-0 7-4-0 Plate Offsets (X,Y): flO:O-M,0-0-01,[11:0-0-0,0-Ml,[12:04)-O,O-M],[13:0-",O-"I LOADING (pso SPACING 2-" CS1 DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(I-L) 0.02 5 >999 M1120 249/190 TCOL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 480 Weight: 65 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 4-10-1 oc pudins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=671/0-1-8, 2=774/0-" Max Horz 2= 141 (load case 4) Max Uplift4=-377(load case 5), 2=-482(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=17.2-3=-731,3-4=-725 BOT CHORD 2-5=646.4-5--646 WEBS 3-5--143 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf-. BCDL=5.Opsf-, occupancy category 11; exposure B; partially.MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for %vind loads in the plane of the truss only. For studs exposed to Wrid (normal to the face), see MiTek *Standard Gable End Detair 4) Gable studs spaced at 2-" oc. 111 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of %vithstanding 377 lb uplift at joint 4 and 482 lb uplift at joint 2. kF1 7) Truss Engineer. Junaidie Budiman. PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard NO. 4-5161 OTATE OF A ' 0 R IR% 44"'Vesee.6.041 L AWARNNG - V,,rW design pammetem and R&W ND=S ON MS AM REVEIM SWE REMM U38. Design valid for use only with Milek connectors. 7his design Is based only upon parameters shown, and Is for on Individual building component to be Installed and looded ve0cally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Siccing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stabillty during condiuction Is the of the sieclot. Additional permanent bi iclngi of the overall structure Is the tesponsiblitly of the building designer. For general guidanceesponsibily egoiding obilcation, quality contiol, storage, dellvety,efection and bracing, consult OST-88 Quality Standard. DSB-89 Bracing Specification, and HIB-91 MiTekHandlingInstallingandBracingRecommendationavailablefromTiunftteinstitute, 3113 D'Onofilo Drive, Madison, WI 53719. 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 a: 0 For 4 x 2 orientation, locate X Q plates 1/8" from outside edge of CL truss and vertical web. 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. FA RTH EST TO TH E L E FT. I 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. U;p Mi! 0 Mffek'D FORM018.019 HYDRO -AIR 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 intere§ted parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane 0 at joint locations, 0. 4. LIN I ess otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. ffl TM PANEL CLIJP 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. Boftom 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 raof 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. 10 Job Truss Truss Type CRY Ply HORTON 14421351 D 2879D DGAB2 MONO VAULT 1 1 ootional) ACCU-,JPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:27 2003 Page 1 14-M 1-0-0 14-8-0 20 11 Sca$e 1:42.2 4 It- P-2 2.411 20 11 2.411 2" 11 3 2YA 11 WA 111 2.4 11 2 W III NA 11 3x4 3. 00 F1-2 30 Z: I 7-" 7-2-0 Plate Offsets MY): [3:0-2-8,0-3-01 LOADING (pso SPACING 2-" CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.11 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 SC 0.40 Vert(TL) -0.18 2-6 >960 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) -0.08 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min 1/defl = 480 Weight: 95 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-4-13 oc pudins, except end verticals. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5,3-5 OTHERS 2 X 4 SYP No.3 REACTIONS (Ibtsize) 2--763/0-1-8, 5=680/0-1-8 Max Harz 2=621 (load case 4) Max Uplift2=-376(load case 4, 5---594(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2--12,2-3=-1326.3-4=-0.4-5---257 BOTCHORD 2-6=1208,5-6=1180 WEBS 3-6=724. 3-5=-1311 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf-, BCDL=5.Opsf; occupancy category 11; exposure 8: partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for Wnd loads in the plane of the truss only. For studs exposed to vvind (normal to the face), see MiTek "Standard Gable End Detail' 3) Gable studs spaced at 2-M oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verily capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. ........ .. 6) Provide mechanical connection (by others) of truss to bearing plate capable of%vithstanding 376 lb uplift at joint 2 and 594 lb uplift J intatio 5. 7) Beveled plate or shim required to provide full bearing surface Wth truss chord at joint(s) 5. 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. NO. 0161 LOAD CASE(S) Standard -0 0- 0 -03TATE OF 0 R I'Do. AWARIVING - Ver(N design pcLrarnetem and READ N07ZS ON 11M AND REVERSE SWE BEFORE LW. Design valid for use only with MrIek connectors. 7hIs design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vefticoOV. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not hun designei. BiocIng shown Is lot lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the tesponsJbIlIty of the eteclof. Additional permanent bil pclng of the oveiall structure Is the responsibility of the building designer. For general guidance tegoidIng fabrication. quality control. storage, delivery, 6tectlon and bracing, consult QST-88 Quality Standard. OSI-89 Bracing Specification. and HIB-91 Handling Installina and Bracing Recommendation available from Truss Plate institute, 583 D'Onoftlo DiNe, Madison, WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property re- 13114 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Di ' mensions are in inches. Apply I . 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 intereVed parties.. TOP CHORDS FC3- 2. Cut members to bear tightly against each C2 other. J5 VVEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 1: U a: NZ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U 0 0. X at joint locations. truss and vertical web. 0 CL 4. Unless otherwise noted, locate chord splices I at 14 length(+ 6" fromC8CYC6panel 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 far use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Mffek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension Is the length parallel grade specified. to slots. BOCA 86-93,85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591,1329,4922 ft. spacing, or less, if no ceiling is installed, oeo 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. Lip 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. @ 15. Care should be exercised in handling, TM PANEL CLIP 3 erection and installation of trusses. @ 1993 Mitelk Holdings, Inc. FORM016,019 MyORD.AIR@ b Truss Truss Type Cty Ply HORTON 14421352ER2879D: E ROOFTRUSS 1 1 optional) ACCU-qPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:28 2003 Page 1 4-2-0 8-4-0 9-4-0 1-0-0 4-2-0 4-2-0 1-0-0 Scalo 1:17.0 44 3 6. OD F, —2 2 4 U 5 2.411 21A 2.4 4-2-0 8-4-0 1 4-2-0 4-2-0 LOADINe(pso SPACING 2-" CS1 DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Vdefl = 480 Weight: 33 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc pudins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=464/1-", 4=464/1-4-0 Max Horz 2=-86(load case 5) Max Uplift2---309(load case 4), 4=-309(load case 5) FORCES (lb) - First Load Case Only TOPCHORD 1-2=17,2-3=-372,3-4=-372.4-5=17 BOT CHORD 2-6=326,4-6=326 EBS 3-6=77 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lurnber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by othersyof truss to bearing plate capable of vAthstanding 309 lb uplift at joint 2 and 309 lb uplift at joint 4. Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard i F/ C4 Is. No. 45161 OTATE OF 16. 0R1'D%- AWARMWO. yert& design parmsertem and RZAD NOMS ON TMS AND REVZRSE SME BEKIRE USE. Design valid for use only with MITak connectors. This desIgn Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded veillcofty. ApplicablIlly of design parameters and proper Incorporation of component Is, tesponsbIlIlly of buildIng designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to insure stability during construction b the esponsibility of the efecloi. Additional permanent bilacing of the overall structure Is the responsibility of the bullallng designer. For general guidance egaiding fabrication, quality control, storage, delivery. eiection and bracing, consult QST-88 Quality Standard, DSII-89 BracIrQ Specification. and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate institute, 583 D'Onofilo Drive, Madison, WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 01 r- 13/14 Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply I . Provide copies of this truss design to the plates to both sides of truss and securelyseot. building designer, erection supervisor, property 1/8" 4 J2 J3 J4 TOP CHORDS owner and all other intere ted parties.. C2 7C 3- 2. Cut members to bear tightly against each other, 0 a: VVEBS J 5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 joint and embed fully. Avoid knots and wane pn iclates 1/8" from outside edge of U CL 0 C at joint locations. truss and vertical web. 0 CL 4. LIN I ess otherwise noted, locate chord splices C8 Cy C-6 at 14 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in JI J8 J7 J6 lumber sholl not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the M[Tek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N fa! 0 MiTeke z&L, er-D. 0 HYDRO-AW 0 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, TM erection and installation of trusses. PANEL CLIJP @ 1993 Mitek Holdings, Inc. 7LA--1; A, J b Truss Truss Type Qty HORTON 14421353 D 287913 El ROOFTRUSS Ply 1 ACCU-,$PAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:44:02 2003 Page 1 4-2-0 7-0-0 1-0-0 4-2-0 2-10-0 4A Scare 1:16A 3 6.00 F1-2 4 2 2 4 54 6 5 012 11 4-2-0 7-" 7-3-8 I 4-2-0 2-10-0 0-3-8 Plate gtEsge s Y 14:0-3-3,0-"] L LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.04 1 >331 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 480 Weight: 33 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 6-" oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS (lb/size) 4=319/0-3-8, 2--416/0-1-8 Max Horz 2=98(load case 4) Max Uplift4=-169(load case 5). 2=-284(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=33,2-3=-368,3-4=-375 BOTCHORD 2-6=260,5-6=260,4-5=260 WEBS 3-6=84 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category 11; exposure B; parliallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of vAthstanding 169 lb uplift at joint 4 and 284 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FIL 33331. 13 LOAD CASE(S) Standard IV/ A C4 P10. 4-5161 0- 0 STAT Awmmc; - verM design pammeters cLnd Rmw Nams oN rms AND RcmRst smis Bzmpz um. Design valid for use ontV with MiTek connectors. This desJgn Is based only upon parameters shown, and b tot an individual building component to be Installed and k>oded vertically. Applicability of design parameters and proper LriceripoiallDn of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members onPV. Additional temporary bracing to Insure slablilty during construction h the responsibility of the erector. Additional permanent bi iclng of the overall structure Is the responsibility of the building designer. For general guidance regarding fobftotlon, quality control, storage, delivery, eriection and bracing, consuft QST-88 Quality Standard, DSB-89 Bracing Sp*cMcatk)n. and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 663 D'Onotdo Drive, Madison, WI 53719. 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 1 . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property ecurely seat. J2 J3 J4 owner and all other intereMed parties.. All8 TOP CHORDS 2. Cut members to bear tightly against each C2 Q % other, 0 VVEBS J5 a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 1: a: Z; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 0 CL 3: L) at joint locations. truss and vertical web. 0 CL 4. UnI I ess otherwise noted, locate chord splices at 14 length(+ 6" fromicaC? C6 I.- 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 MITelk/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591,1329,4922 ft. spacing, or less, if no ceiling is installed, 0$ 00 unless otherwise noted. SBCCI 87206,86217,9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which beatings (supports) occur. stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised In handling, PANEL CLIPI erection and installation of trusses. @ 1993 Mitek Holdings, Inc. FORM018.019 MANG-NAIL MyORD.A IR @ I I- . I Jbb Truss Truss Type CITY Ply HORTON 14421358 DR2879D FIG ROOFTRUSS 1 2 ootional) ACCU-SPAN-TH, LONGWOOD, FL. MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:33 2003 Page 1 3-9-7 7-3-6 10-9-5 12-9-6 16-5-7 20-5-0 3-9-7 3-&15 3-5-15 2-0-1 3-8-1 3-11-9 Scale 1:33.3 2.411 7x8 7x8 axe a's M 44 2 3 4 7 17-7-1 F- E 4 U-Li I:F 1- 13 12 M M 9 3.4 K 3.4 4.6 7x8 a's 2x4 11 3-9-7 7-3-6 10-9-0 1W 12.9-0 12f:§ 16-5,7 20-5-0 1 3-9-7 3-5-15 3-55-10 0-0-5 1-11-11 G-0-6 3-8-1 3-11-9 Plate Offsets (YY): [3:0-4-0,0-4-81, [10:0-2-8,0-3-01 LOADING (psf) SPACING 2-" CS1 DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.05 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.06 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(rL) 0.02 8 n/a BCDL 10.0 Code FBC2001 I st LC LL Min Ydefl = 480 Weight: 278 lb LUMBER BRACING TOPCHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-M oc pudins, except end verticals. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-14 2 X 6 SYP No.2ND, 7-8 2 X 6 SYP No.2ND REACTIONS (lb/size) 14=4388/0-3-0, 8=2999/0-3-0, 1 0=3841/0-3-0, 11 =6986/0-3-8 (input: 0-3-0) Max Horz 14=- 151 (load case 2) Max Upliftl4=-2786(load case 2), 8=-1893(load case 2). 10=-2415(load case 2), 1 1=-4427(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-1 4=-1 588, 1-2=0, 2-3=-3747, 3-4=-3144, 4-5--1705, 5-6= 1069, 6-7=-1 843, 7-8=-2962 BOTCHORD 13-14=3747. 12-13=3144, 11-12=-1 705. 10-11 =-1 069, 9-1 0= 1843. 8-9=0 WEBS 2-14=-4657, 2-13=-U2, 3-13=754. 3-12=-3572, 4-1 2=6065, 4-11 =-6098, 5-11 =-1 048, 5-1 0=-1 70 1, 6-1 0=-3580, 6-9=-1 222, 7-9=2253 NOTES (7) 1) 2-ply truss to be connected together with I Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 4 - I row at 0-9-0 oc. Webs connected as follows: 2 X 4 - I row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf-. occupancy category 11; exposure B; partially',MWFRS gable B end zone; left left DOL=1.33 DOL=1.33. cantilever and right exposed ; end vertical and right exposed;Lumber plate grip ......... 3) Provide adequate drainage to prevent water ponding. kF/ C44) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11. 6) Girder carries tie4n span(s): 23-2-0 from 0-" to 20-5-0; 17-" from 0-" to 20-5-0 7) Truss Engineer. Junaidie Budiman. PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard -1-03 STAT F 1) Regular. Lumber Increase=1.33, Plate lncrease=i.33 Uniform Loads (plo " o if 0 Vert: 1-7=-892.6, B-14=-20.0 WARNING - VerW design paramsetors and READ N079S ON TMS AND REVERSE SIDE BRIPORK UM. Design valid lot use only with MITek connectors. This design Is based only upon poiameteis shown, and Is lot an Individual building component to be Installed and looded veitically. Applicability of design parometeis and piopei Incotpoictilon of component Is iesponsiblifty of building designei - not truss desIgnet. Biocing shown Is lot lateral support of Individual web members only. Add"lonal fernpoicry lafacing to Insure stability duilng conshuction Is the tesponsiblilly of the etectot. Additional permanent bi1ticirig of the oveiall stiuctuie Is the iesponsiblilly of the building designei. Foi genewl guidance iegaiding labilcollon, qualify contioL slotage, delivery, election and btaclng, consult OST-88 Quality Standard. DSB-89 Bracing Specification. and HIS-91 Handling InstallInq and Bracing Recommondallonovallable fiorn Tiuss Plate institute, $63 D'Onotilo Dilve. Madison. W163719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1/8" securelyseat. J2 J3 J4 owner and all other intere§ted parties.. 4 T TOP CHORDS M_ 2. Cut members to bear tightly against each4C2 other. 0 VVEBS J5 cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 a crXL joint and embed fully. Avoid knots and wane nicplates I /a" from outside edge of 0 CL X at joint locations. truss and vertical web. 0 00 M 4. LIN ess otherwise noted, locate chord splices I at 14 panel length(+ 6" from adjacent joint.) ce C? C6 BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and M[Tok/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or befter 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. Boftom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591,1329,4922 ft. spacing, or less, if no ceiling is installed, 001, 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 beatings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised In handling, TM PANEL CLIP 3 erection and installation of trusses. @ 1993 Mitek Holdings, Inc. FORM018.019 GANG HYDRO -AIR 0 Jbb Truss Truss Type Oty Ply HORTON 14421359 DR2879D J ROOFTRUSS 6 1 Optional) ACCU-§PAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:34 2003 Page 1 7-0-0 7-0-0 3 SCWe 1:20.3 6. 00 ri —2 2 4 20 7-" 7-0-0 LOADING'(ps' SPACING 2-0-0 CSI DEFIL in (locl Vdel PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.80 Vert(I-L) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.30 1 >49 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Vdefl = 480 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib1size) 3=242IMechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2=291 (load case 5) Max Uplift3=-310(load case 5), 2=-174(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=34.2-3=88 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by othersyof truss to bearing plate capable of %vithstanding 310 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) Truss Engineer Junaidie Budiman, PE#451 61. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard F C4aA No. 4.5161 STATE OF 0 R VD.- L A wAmNa - vrrM demign panurtetem and mcAD Norss oN Tws Am mymm sm Bzmm um. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an tndiviclual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponsIbIlIty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insuie stability during construction Is the responsibility of the erector. Additional permanent bihclng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality confrol, storage, delivery. election and bracing, consu" CST-aa Quality Standard, DSIII-89 Bracing Specification. and WID-91 Handling InstallInq and Brocing Recommendation available from Truss Plate Institute. 593 D'Onofflo Drive, Madison, WI 53719. MiTek 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 0 For 4 x 2 orientation, locate pniclates I A" from outside edge of CL truss and vertical web. 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 MITelk/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. I 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 Co 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 L @ HyDRO.AIR@ 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 intere§ted parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane 0 at joint locations. a. 4. UnI I ess otherwise noted, locate chord splices 0 at 14 panel length(" 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIJP 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 comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Boftom 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 after 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. Jbb Truss Truss Type Qty Ply HORTON 14421360 QR2879D K ROOFTRUSS 3 1 Optional) ACCU-$PAWTH. LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:35 2003 Page 1 1 5-0-0 1-0-0 5-0-0 3 Sc sle 1: 15,7 6.00 r1-2 2 4 5-0-0 5-0-0 LOADINGr(pso SPACING 2-" CS1 DEFIL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) n/a - n/a M1120 249/190 TCOL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.10 1 >144 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 480 Weight: 18 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 5-" oc pudins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=165/Mechanical,2=327/0-4-0,4=48/MechanicaI Max Horz 2--212(load case 5) Max Uplift3=-218(load case 5), 2=-1 57(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=34,2-3=60 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 put ro%.,20U1; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category 11; exposure B; partially.MWFRS gable end zone; cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of vAthstanding 218 lb uplift at joint 3 and 157 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 45161 0- 0 OTATE OF 0 R 10". A WARIMO - VerW design panzirrmters and READ NOrES ON TN7S AND REVERSE SWE BEFORE USE. Design valid tot use only wHh MITek conneclofs. This design Is based only upon parameters shown, and Is tot an Individual buWlng component to be Installed and looded vertically. Applicablilty of design poiometeis and proper tncoipotallon of component Is iesponsibluty of building designer - not truss designet. Biocing shown Is for lateral support of individual web membeis only. Additional temporary b#ocing to Insure stability duflng construction Is the of the eiectoi. Additional permanent bt icing of the ovetall shuctufe Is the responsibility of the buDding designer. For general guidanceesponsIbIllty egaiding fabrication, qualty contiol. storage, dellvety, election and bracing, consult OST-88 Quality Standard. DSB-89 Bracing SpecIfIcallon. and HIB-91 MiTekHandlingInstallingandBracingRecommendationavailablefromTrussftleInstitute, $83 D'Onofilo Dilve, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 44 ro, Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and ecurely seat. 0 a: 0 For 4 x 2 orientation, locate X U plates 1/8" from outside edge of CL truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mrrek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required OAOO* 00 1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. U u FORM018.019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR MANG-NAIL 86-93, 85-75, 91-28 TCB 17.08 1591,1329,4922 87206,86217,9190 870040-N, 930013-N, 910080-N 19! 0 MiTeke e tzal @ YORD-AIROD 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 intere tecl parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane 0 at joint locations. X Q CL 4. UnI I ess otherwise noted, locate chord splices 0 at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANELCLIPI 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 befter than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bofforn 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. Jb b Truss Truss Type aty Ply HORTON 1 14421361 DR2879D K1 ROOFTRUSS 1 1 optional) ACCU-,SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:36 2003 Page 1 5-0-0 2 scwe 1:156 6.00 F1-2 3 N4 1 5-0-0 5-0-0 LOADINd , (pso SPACING 2-" CS1 DEFIL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n1a BCDL 10.0 Code FBC2001 Matrix) I st LC LL Min Vdefl = 480 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/04-0,2=177/Mechanical,3=48/MechanicaI Max Horz 1 =199(load case 5) Max Upliftl =-93(load case 5), 2---222(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf-, BCDL=5.Opsf; occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of %vithstanding 93 lb uplift at joint 1 and 222 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard it1 F3 No. 4.5161 1 STATE OF 0 R I L WA&MNG - VerW design paninsetem and READ NO=S ON TMS AM MVERSE 81118 BEMR9 US& Design valid for use only with MtTek connectors. This design b based only upon parameters shown, and Is for an Individual building component to be installed and looded ver9colly. AppOcablilly of design parameters and proper Incorporation of component Is iesponsbMy of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stabillty during construction If the responsibility of the erector. Additional permanent bi iclng of the overall structure Is the iesponsIbIlIty of the building designer. For general guidance regarding fabrication, qualliv contiot storage, delivery, erection and bracing, consult OST-88 Quall!V Standard. 0119-89 Bracing Specification. and HIB-91 0 Handling lnstalllnq and Bracing Recommendation available from Tiun Plate institute, 583 D'Onoffio Drive, Madison, W153719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4410,113A *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 ecurely seat. J2 J3 J4 owner and all other intere§ted parties.. 1148 TOP CHORDS 2. Cut members to beat tightly against each C2 Q other. cr VVEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 - a X U a: joint and embed fully. Avoid knots and wane nicplates 1/8" from outside edge of U 0 0. X U at joint locations. truss and vertical web. 0 CL 0 4. UnI I ess otherwise noted, locate chord splices 4 length(+ 6" from ca CY C6 at panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in it 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-structurol consideration and MITelk/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591,1329,4922 tt. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. @ 15. Care should be exercised In handling, 11PAN TM P NEL 6er-O. @ CLIPI erection and installation of trusses. @ 1993 Mitek Holdings, Inc FORM018,019 OD NMRO-AIR 0 Jbb Truss Truss Type Oty Ply HORTON 14421362 DR2879D L ROCIFTRUSS 3 1 lootionall ACCU-PAN-TH, LONGWOOD, FL. MiTek Industries Inc. 5.000 s Jul 23 2002 Mi-rek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 SCWG - 1:10,3 6.00 [1-2 2 4 1 2,4 3-0-0 3-0-0 LOADINGr(psf) SPACING 2-" CS1 DEFIL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.02 1 >869 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) list LC LL Min Vdefl = 480 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 1 0-M oc bracing. REACTIONS (lb/size) 3=82fMechanical, 2=242104-0, 4=28/Mechanical Max Horz 2= 1 33(load case 5) Max Uplift3=-125(load case 5). 2---147(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=34,2-3=30 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2pst, BCDL=5.Opsf-, occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=11.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard B i FIC' a A No. 4.5161 eon "'% STATE OF JO L AWAJUaNG VerW design paranseters and READ N072S ON TBTS AND JtCVZRSE SWE BZFOJtff USE. NEW Design valid lot use only with MFlek connectofs. this design Is based only upon poiameters shown, and Is lot an individual building component to be Installed and looded vertically. Applicability of design potomeleis and piopef incoipoiation of component is iesponsiblilty of building clesignei - not huss designet. litoctrig shown Is lot lotetal support of Individual web membefs only. Additional tempoiaq btoclng to Insuie stability duilng conshuction Is the iesponsiblilly of the etectoi. Additional petmonent bilacing of the oveiall shuctute Is the iesponsiblity of the building desIgnei. Foi geneial guidance tegoidIng fabrication, quality conhoL slotoge, dellvety, election and biocing, consull QST-8a Quality Standard, DSI-89 BracIrV Specification. and HIS-91 Handling Installinq and Bracing Rocommendatlonavalloble tiorn buss Plate tratitute, 593 D'Onofflo Dilve, Madison, Wl 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 01-rp- 13/14 *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 ecurely seat. J2 J3 J4 owner and all other intere§ted parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 C3 other. cc VVEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 - 0 X U a: N joint and embed fully. Avoid knots and wone 01cplates 1/8" from outside edge of 0 0 CL X L) at joint locations. truss and vertical web. 0 1K CL 0 4. LIN I ess otherwise noted, locate chord splices at 14 length(+ 6" fromIceCYC, 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. Comber is a non-structural consideration and M[Tok/Gang-Nall JoInt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 001 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. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek" engineer. @ 15. Care should be exercised In handling, T, PANEL erection and installation of trusses. @ 1993 Mitek Holdings, Inc. 4t o CLIPI FORM018,019 L @ HyDRO.AIR City I Ply IHORTON Ll IROOFTRUSS 14421363 ACCLI-PANJH, LONGWOOD. FL, MiTek Industries Inc. 2003 Pagel SC&% . LOADING'(psf) SPACING 2-" CS1 DEFIL in (loc) Vdefi PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Vdefl = 480 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ibtsize) 1=130/04-0,2=103tMechanical,3--28/MechanicaI Max Harz 1 = 1 20(load case 5) Max Upliftl =-52(load case 5), 2-1311 (load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC20011; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf-, occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of Wthstanding 52 lb uplift at joint 1 and 131 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard via P10. 4.5161 STATE OF A% Z-'1ZAc;*--'--&Z-0 R Mo. tv AWA.11WING - Vert& design pan:srnetem and RZAD NOTTS ON 7WS AND JtBVZRSE SWE BEPOPZ USE. mmule) Design valid lot use only with MITek 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 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 condiuclion Is the responsibility of the elector. Additional permanent bt icing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrIcollon, quality conhoL storage, delivery, election and bracing, consult OST-88 Quality Standard, DS111-89 Bracing Specification, and HIB-91 QD Handling Instolllnq and Bracing Rocornmendallonovalloble from Truss ftfe institute, 5a3 D'Onofilo Drive, Madison, Wl 53719. MiTek 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 ecurely seat. 0 a: 0 For 4 x 2 orientation, locate poiclotes 1/8" from outside edge of CL truss and vertical web. 0 This symbol inclic otes 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 Mffelk/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEB$ 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 beatings (supports) occur. MiTek" FORM016.019 L @ MyORD.AIR 0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other intereMed parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations, CL 4. UnI I ess otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. fi TM PACnNEL Lip 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 comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Boftom 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. M ROOFTRUSS 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 2.4 scal, . LOADINd(pso SPACING 2-M CS1 DEFIL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0 . 09 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BIC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES W13 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udeff = 480 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1 -" oc puffins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 104)-0 oc bracing. REACTIONS (lb/size) 3=- 11 /Mechanical. 2= 173/0-", 4= 1 O/Mechanical Max Horz 2=71 (load case 4) Max Uplift3=-31 (load case 5), 2---154(load case 4) Max Grav3=31 (load case 4), 2=173(load case 1). 4=10(load case 1) FORCES (lb) - First Load Case Only TOPCHORD 1-2=33,2-3=-40 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partialtyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of vAthstanding 31 lb uplift at joint 3 and 154 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No-4-SI61 STATE OF 0 R I'D A WARNIING - VerW design patrwirsetem and R&AID NOTES ON TKTS AM RZV=tSff SWE BAPORE USE. Design valid for use only with MTTek connectors. This design Is based only upon pciameters shown, and Is for an Individual building component to be Installed and looded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss desionei. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insuie stability during construction Is the tesponsJbIlIfy of the arectoi. Additional permanent bil eclng of the overall structure Is the iesponsIblitty of the building designer. For general guidance tegoidIng fabrication. quality control, storage, dettvoiy, election and bracing, consult OST-88 Quality Standard, DSIII-89 Bracing Specification, and HIO-91 Handling Installing and Bracing Recommendation available from Truss ftfe Institute. 593 D'Onofilo Drive, Madison, WI 53719. MiTek 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 ecurely seat. 17-1 _T For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS QC2 ZVYEBS J5 cc 0 U Cc 0 CL M 0 0 0. FLN 0 ca Cl C6 BOTTOM CHORDS J1 J8 J7 J6 JOINT$ AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206,86217,9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek,& TM PANELZA6.T41L_1'@ CLIP3 FORM016,019 HYDRO -AIR (9) 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 intere§ted 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. UnI I ess otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. @ 1993 Mitek Holdings, Inc. I & Job Truss Truss Type City Ply HORTON 14421365 6R2879D Mi ROOFTRUSS 1 1 optional) IACCIJ-PAWTH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:39 2003 Page 1 2 1-0-0 1-0-0 Scale 1:5.9 6. OD rl —2 X 3 1-0-0 1-0-0 LOADINd'(pso SPACING 2-" CS1 DEFIL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) ist LC LL Min Vdefl = 480 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling direcfly applied or 10-" oc bracing. REACTIONS (lb/size) 1=45/0-4-0,2=35/Mechanical,3=10/MechanicaI Max Horz 1 =42(load case 5) Max Upliftl =-I 7(load case 5), 2---46(load case 5) FORCES (lb) - First Load Case Only TOPCHORD 1-2=14 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per F-13C2001: 120mph; h=25ft; TCDL=4.2psf, BCDL=5.Opsf; occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of vAthstanding 17 lb uplift at joint 1 and 46 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman. PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 4.5161 STATE OF ORIDO AWARM0 - VerJ& design parwisetem and R&4D NOTES ON TIUS AND REVEP-W SWE BEFORE USE. eee! 0 Design valid for use only with MITek connectors. this design Is based only upon pciameters shown, and Is for an Individual building component to be Installed and k>oded vertically. Applicability of design parameters and proper Incorporation of component Ill responsibility of building designer - not truss Mdesigner. Bracing shown Is far lateral support of Individual web members onIV. Additional temporary bracing to Insure stability during construction Is the of the erector. Additional permanent bibclng of the overall structure If the responsibility of the bunding designer. For gen eral guidanceesponsiblilly egoiding fobticotion, quality control. storage, delivery, election and bracing, consull QST-88 Quality Standard, OSS-89 Bracing Spectillcatlon. and HIB-91 MiTek1'-n,"'ng Installina and Bracing Recornmendatlonavollable from Truss Plate institute, 593 D'Onoftlo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 44 ro- 13/14 *Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of truss and ecurely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the M[Tok/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C2 0 N VYEBS 7C3- J5 a: 0 0 0 CL ce Cy C6 t.- BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 400" continuous lateral bracing. ICBO 1591, 1329,4922 SBCCI 87206,86217,9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek" J;:' 2 0 TM11111 PANEL CLIJP FORM018.019 MAFWG-NAJL HyDRO.Alp 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 intere§ted 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. UnI I ess otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber sholl 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 comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber sholl 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. Boftom 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 Mitelk Holdings, Inc. Jbb Truss Truss Type Oty Ply HORTON d. 14421366 DR2879D S ROOFTRUSS 2 1 optional) IACCU-PAWTH, LONGWOOD, FL. MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:59 2003 Page 1 1-510 5-2-5 9-10-13 1-5-0 5-2-5 4-6-7 ISC011, 1:20.2 4.24 F12— 3x4 3 d 2 1-7-1 U 72'4 11 3X4 W 12-5 1 9-10-13 5-2-5 4-8-7 LOADINIGr(psf) SPACING 2-" CS1 DEFIL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WS 0.38 Horz(TL) 0.01 5 rda BCCL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Vdefl = 480 Weight: 42 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 6-" oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=31 1 /Mechanical. 2--52310-5-11, 5=429/Mechanical Max Horz 2--367(load case 2) Max Uplift4=-369(load case 5), 2=-292(load case 2), 5=-212(load case 3) FORCES (lb) - First Load Case Only TOPCHORD 11-2=35,2,3=-942.3-4=76 BOTCHORD 2-7=863,6-7=863,5-6=0 WEBS 3-7=166, 3-6=-941 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf-, BCDL=5.Gpsf; occupancy category 11; exposure B; partially.MWFRS gable end zone; cantilever left and right exposed ;Lurnber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 4, 292 lb uplift at joint 2 and 212 lb uplift at joint 5. 4) Truss Engineer Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 F- 183 Uniform Loads plo Vert: 1-2=-74.0 Trapezoidal Loads plo Vert: 2=4.4-to-4=-183.1, 2=0.0-to-5=49.5 No. 45161 40JTAT A" 0 R 11D. L WARIVIWO - VerW dosign parwinietary and READ NOMS ON =S AM MYERSE SWE BEMM VW. Design valid foi use only with Mffek connectofs. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and looded vertlic-olty. Applicability of design poiameteis and proper incorporation of component Is responsibility of building designer - not huss desIgnet. Biocing shown Is for lateral support of individual web membets onlV. Additional tempotwy bracing to tnsuie stability duilng construction Is the iesponslbility of the eiectot. Additional permanent bilactng of the overall structuie Is the iesponsiblUty of the building designer. For genetal guidance tegoiding lobf1cation, quality contiol, storage. delivery, eiection and bracing, consull QST-8a Quality Standard. DSS-89 Bracing Specification. and HIB-91 0 Handling InstallInQ and Bracing Recommendation available from Truss Plate Institute, 683 D'Onoftlo Dilve, Madison. Wl 53719. MiTek Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of truss and securely seat. 0 a: Lt""*For 0 4 x 2 orientation, locate nIcplates I/e" from outside edge of truss and vertical web. 0 This symbol Indic otes the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS ii J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT M[Tok/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. I 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 HYDRO -AIR 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 intere ted parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane 0 at joint locations. a. 4. Lint I ess otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIJP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structurol 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 after 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. Z ;- '-1 V% 7 717 7 7 z Ll Ki 7Bi Mm Bi L Bi K Bi A7 Bi A9 Bl All Bl CD A Bi D A Bl 0_11 CD A Bi F Lr) A Bi A B1 ry A Bi A B1 ED L9 A Bi A B1 A BI fli A Bi A Bl B I Bi Bi A A Bl El E 12-8-0 BRG.IN ENTRY 1 8-4-0 1 - 1 I h 0 ALL BEARING WALLS TO BE PLACED PRIOR TO SETTING TRUSSES. J. L I PLY HGR. INCTICE! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS 1 1, ------------- 2 PLY HGR. :ENIGNEERED DRAWIN i--LOA DING- -PITCH AND nuro n ta WALLS SHOWN ARE TO BE BEARING.. L - — -- — -- — 12 L 3 PLY HGR. I SIGNED APPROVAL: X JOB NUMBER:DR2879D CCU SPAN CUSTOMER: D.R. HORTONCA407 - A321 - 14W4 0 BY: T-H. JOB NAME: 2879 "D" ELEV. DATE: 5-23-01 PITCH: LOA1D:jSHINGLES 6. H: 12" BRG.: BLOCK c 2- TRIM IT FLOOR SYSTEM ALL BEARING WALLS TO B :ED L 1 PLY PRIOR TO SETTING TRUSSES., ' - GR* CTIO-E! ! REVIEW ALL SPAN DIMENSIONS--B WALLS10. L 2 PLY HGR. IENi WALLS SHOWN ARE TO BE BEARING.. I I CNEERED DRAMNCS--L6ADIN OVERMANGS4L3PLY,+IGR. SIGNED APPROVAL: X JOB NUM13ER: DR2879 DATE: CCU SPAN CUSTOMER: D.R. HORTON 407-321-1440 BY: T-H. JOB NAME: 2879 ..!" ELEV.