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Home My WebLink About308 Appaloosa Ct - BR03-002620 - SFRPERMIT ADDRESS 24:b CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 - CBC 055300 PHONE NUMBER -- PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR Vk-)( S \9- MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT,NUMBER FEE SUBDIVISION U gm cr PERMIT # • Per DATE PERMIT DESCRIPTION / I PERMIT VALUATION _n SQUARE FOOTAGE 494V4 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 308 APPALOOSA CT for which permit 03-00002620 has heretofore been issued on 8/26/03 has been completed according to plans and specifications filed in the office of the Building Official rior to the issuance of said building permit, to wit as fltj.0 S'tr ply (&,5;cA a. complies with all the building, plumbing, electri 1, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In 'AA Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs j?,S11W44Lights Street Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 9719703 10/09/03 8/26/03 10/10/03 9/05/03 8/26/03 8/26/03 8/26/03 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 308 APPALOOSA CT for which permit 03-00002620 has heretofore been issued on 8/26/03 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 8/26/03 279.61 01-POLICE IMPACT RESID 8/26/03 91.93 01-RADON GAS TAX FEE 8/26/03 11.32 01-ROAD IMPACT FEES 8/26/03 847.00 01-RECOVERY FD/CERT. PGM. 8/26/03 11.32 01-8CHOOL IMPACT FEE 8/26/03 1384.00 WD IMPACT:SINGLE FAMILY 8/26/03 650.00 SD IMPACT:SINGLE FAMILY 8/26/03 1700.00 D. R - i dtZ 0n('\' I 10- OWNER BUILDING OFFICI DATE C II u I I I I 1 I I I 1 I 1 1 1 1 1 I 1 W I 1 1 I I 1 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTVD I 1 1 1 I I 1 I I 1 1 1 I I 1 1 1 I 1 I 1 I I I I 1 1 1 I SINGLE FAMILY RESIDENCE** I I I I I DATE: Oa -1P, - 3 , ci G73 I LU I PERMIT #: d-1 - Q\-o ).n c;` H I 1 d u I I V 0. H C o p Gi A u CO In ADDRESS: C ( c cCO _ u u E a C a. 0 0- W a CONTRACTOR: G C' o` PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. DEngineering OPub] Fire (1 /- OZoning ,r1 I x Licensing Y IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \ a - \t - UI PERMIT #: G?-) - X, aC ADDRESS: CONTRACTOR: --\ PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 3'°3 ngineering Fire rl D 5w&C-7 1 03 DPublic Works IOZoning n A Utilities DLicensing /-\ ( A CONDITIONS: (TO BE COMPLETED ONLY IF A PROVAL IS CONDITIONAL) Y. 5(,q7q- CERTIFCATE OF OCCUPANCY tJ REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE*** DATE: \ ) - \t - UI PERMIT #: ,? \, 4C--) ADDRESS: 1 C CONTRACTOR: Q)(Azor-\ 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. DEngineering 'OFire ublic Works %' Zonin A - Utilities Licensing a ( f-1- CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 308 APPALOOSA COURT O.M.B. No. 3067-0077 Expires December 31, 2001 For Insurarme Company Use. Policy Number Company NAIC Number CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 82, 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):- N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE COUNTY 120289 1 SEMINOLE I FLORIDA B4. MAPANDPANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTiVFJREVISED DATE - B8. FLOOD ZONE(S) Lone AO, use depth of tloodM) 1202890045 E 4117,95 4117195 A 24S B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Olher(Desrnbe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction Anew Elevation Certificate will berequired when construction ofthe building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being competed - see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIAI-A , AR/AH, ARIAO Compete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top ofbottomfloor (inducing basement or enclosure) 29. 5 ft.(m) 6 o b) Top of next higher floor NIA . fL(m) kn o c) Bottom oflowest horizontal structural member (Vzones only) N/A. 8.(m) 9 o d) Attached garage (top of slab) 29. 0 ft.(m) 0 w 1oe) Lowest elevation of machinery andlor equipment m servicing the building (Describe in a Comments area) 28.9 ft(m) E o f) Lowest adjacent (finished) grade (LAG) 28.1 ft(m) z' 0 o g) Highest adjacent (finished) grade (HAG) 28. 6fL(m) CD co 2 o h) No. ofpermanent openings (flood vents) within 1(t above adjacent grade 0 8 o I) Total area of all permanent openings (flood vents) in C3.h 0sq. in. (sq. an) 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 M TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. W ADDRESS CITY STATE ZJP CODE 320 E. SOUTH T E.1 ORIANDO FL 32803 SIGNATURE I A n' I , DATE TELEPHONEIND12/15/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (IndudkV Apt, Unit Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. c. Policy Number 308 APPALOOSA COURT CITY STATE ZIP CODE Company NAIC Number SANFORD FIL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agenUoompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building forwhich this oertfficate is bang completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducing basement or enclosure) of the building is . ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6-8with openings (seepage 7), the next higher floor orelevated floor (elevation b) ofthe building is _ fL(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top ofthe platform of machinery andfor equipment servicing the building is _ IL(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). 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 onuurance? Yes No Unknown. The local official must certify this information in Section G. SECTION F • PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The propertyowner or owner's authorized representative whocompletes Sections A, B. C (Items C3.h and C3.i only), and E forZoneA (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, A C, and E are correct to the best ofmy /knoWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the commurutys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by alicensed 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 abuilding located in Zone A (without a FEMA4ssued or oommun*issued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (inducting basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS fL(m) Datum: ft.(m) Datum: Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT *OF SURVEY DESCF IPTION: (AS 'FURNISHED) LOT 82, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: O.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA ALEX CHAPMAN JR. AND GERTRUDE J. CHAPMAN AND KEVIN A. CHAPMAN CH MORTGAGE COMPANY, T , LTD. GRAPHIC SCALE 0 15 30 TRACT "B"--'---- OPEN AREA LOT 81 LLJ PRM SOUTHWEST CORNER OF LOT 80 WALK IS 1.4' OFF 101.89'- Ph, yh ya. POINT ON N89'35'18"W PLAT BOUNDARY NOTE: NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT "E" WETLAND 50.00' S89'35'18"E 20' ENVIRONMENTAL CONTROL EASEMENT W;'• 1 1 vN 5.00. 40.0' O 0 ONE STORY 2BCONCRETEBLOCK o RESIDENCE a FINISH FLOOR nU ELEVATION-29.48 a O O 3 O i O COVERED ENTRY O4--T.T I ItR' ;L' ..'la 21.5' N 3 C/V1 LOT 82N 10' UnuT LOT 83 WALK IS I6.0'."••::' _ 1.4' OFF- - N89'35'18"W 50.00, PC I -- 362.88' CENTERLINE OF APPALOOSA COURT RIGHT OF WAY TRACT "A" 50' RIGHT OF WAY 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 12-11-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 82 AS BEING S89'35'18" E PER PLAT. FIELD DATE:) 8-29-03 REVISED: SCALE: I" = 30 FEET LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 131 4 EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE Q FND NAIL AND DISC LB /6393 (12/11/03) FND 1/2- IRON ROD AND CAP0LB /6393 (12/11/03) CNA CORNER NOT ACCESSIBLE o DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY, TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 3 APPROVED BY: SJ F—L 1x-11-03 CNn AMERICAN SURVEYING & MAPPING - FOR ASM41858 OUNDAnON 9-18-03 ace CERTIFICATION OF AUTHORIZATION NUMBER LBQ6393 THEJOBN0. 320 EAST SOUTH STREET, SUITE 180 FIRM eaxo oese8lrnoN T-:.-w n+L ORLANDO. FLORIDA 1 DRAWN BY: LOT PLAN 5-23-03 SOO 32801- (407) 426-7979 WILLIAM R. M SCATELLO JR. PSM#4t DATE Permit # Job Address,, Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: Zoning: — 19' Value of Work: $ 3 Q cn Q Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Electrical: New Service — # of AA IPS Mechanical! Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of W r Closets _ Occupancy Type: Residential Commercial r Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Cali, Required.) of Water & Sewer Lines # of Gas Lines Plumbing Repair— Residential or Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required. Ibr atbc.r than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: D4 Phone: Contractor Name & Address: p off; j"'ir R'vT rOM y , Erp v Y r 00 20M —i IRM c:"'T—R E% SIT ate License Number:+BER G. IDEU j t Lt f Phone& Fax: 1TCE i.j?VT?]Qor f cth Jt%!L%/O/1fjA/ I'hot'ier 3C'13 n' Bonding Company Address: Mortgage Lender: Address: ---.-----.----- -- Architect/Engineer: 1'Imonc: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to tlrc 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable )awe reJ,rdating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL'f 1l19 YUI J7< 1'AS ING 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 dis istate agencies, of fr.demal agencies. Acceptance of permit is verification that I %ill notify the owner of the property of the requirement orida Lien F 713. OCT 11 O 2003 SignatureofOwner/Agent Date Signature' ronactor/Agent Date iT G. DELLO RUSSO46 Print Owner/Agent's Name I' nt Contractor Agent's Na e 1A"d6L . OCT 1 0 2003 Signature of Notary -State of Florida Date Signature of Ko_rv-State of P nda Date Owner/Agent is_ Personalh Known to r`v9e or Contractor/AL a _ Pcrsonalh Known to Me or Produced ID Producrc I'I'LICA1'ION AI'I'ItOVED B1': Bldg: Initial & Date} Saccia1 Conditions: Zoning: Initial & Date) FD: Initial & Date) (InAtial S: Datt My CMAISSION # DD 212893 EXPIRES: June 14, 2007 Bonded ThruNotary Pub!,c Underwriters 5-06-203 7:09AM r-kutti wrsro t,_.:•s ..: ;•„r:r,•r;•....•.c.r'•.r:.•.:.,.•,,,.,:u,...,...:..., •. .........:............ Permit A : l/ 5 - eZ( ' 0 Job Address: ) O I ) e;J oc'5'I CFr\' OF SAN FORD PERMIT APPLICATION 3 - Description of Work: —r t Historic District:' 7nninR: slue of Work: S ---- Fuc SpnnUer/AL,nn Poul Permit Type: Building ._ Elccntcal _ Mechanical Plumbing - — Electrlcul: New Service - p of AMPStSV 200 Addition/Alteration Change of Sen'icc _— Tetnpoi'Lo Po c Mtchanical: Residential _ Non-Residcntia) Replacement New (Duct Layout &Energy CDIc Req_ucd) plumbing/ New Commercial: a of Fixtures tt of \r.'atcr & Sewer Lines 9 of Gas Lines Plumbing/New Residential: p of Water Closets ,_. Plumbing Repair - Rcilocn(ial or Cortuncrc:al Occupancy Type: Residential C'oinnneictal Industrial Total Square FoutaP,e: A_ —_-_— Construction Type: ,.. sr of Stories: n of Dwelling Units: _ Mood Zoo(: __, IF•EMA form reyuirW is i Vine' In.n . Parcel is: Attach Prfvo( of\O, wn trinit' C Legal D.trrptlun) Owncr, :Name & Addres,: BCD I A. 3 - Z-- Phnnc: •o J / ( it _ _. n iv t f l _ I Contractor Name 6 Address: t 2 t, z-I LI State Liecnie Nuuthrr _,J - -C/ . --- ---- t L Ph,.nc- rhouc tC Fax: Cunldcl Person: ___Jmc Unding CeImpany:-- Addre.,, —, . .. Mortgage Lender Addrrts: Phone ArchiltWEngineer: _---- Fits AdJress: ..-• Application is hereby made to Obtain a permit to do the work and iniullations aS indicated. I certifythat no u•,nk or InsUllanon hs•: convnenceJ 1)r101 tn: issuncc of a permit and that all Work will be pc -formed to meet sUndards of all la..s regulating construction is, dus /urisdicb nl. l undmunu Ihut sc;, n permitmustbesecuredrotELECTRICALWORKPLUMBING. SIGNS. WELLS. POOLS, FURNACES, BOILERS. HE -A ER.S, TA.k1`.S, anO AIR CONDITIONERS, cte. Q\ kNEFt,'S AFFIDAVIT: I certify that ail or the fortgoing infomaccurate tanon i, and that all work will be dorrc in conrPlianet uiN :II ,ppht7olt la„> vet.l:^.r.l' construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT hN iUL F. r`A!:<.1 TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH POUR LENL)EK OK P.N ATTORNFY BEFORE REC OPWrNG YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition in the requirements of thin, permit. ihPre may he additional restrictions applicable to dns p,opctty 0tat wzy be founo III Inc pu a: n.urJs c. this county, and there may be additional permits requirod from ulhcr govtrnmerital cnnnea such as water nnnogen QlstnetS. state ugaicles, or Acceptuncc of permit is verification lhal I will notify' tint uwner of the properly of the requrremen of I'lon• Lien I? Signature of Owner/Agen( Date Signaturt1of ConrnctoriA4 ml Date Print Owncr/ Agcrit's Nanic Pnnt Cuntnctorrq •cm'. r:: . iicnatuic of NvjA,y•Si2ie of Finnda haw Ci;natutc of N. . r jrnc n:: c Pei s• 1ny Knn,vn It) Ltd ul Lr.v,rCr/n Gtnt is _..— un. eruJuCid 117 ._ _.. ...._ ProduC AI'I'!. IC',tl'IO\ AP1'I(OVGI) I InIPaI a I)ar:) (In,llal .S'` !i tc) Marie A. Zettlemoyer 4tpY PVB ', Z;P.. `': Commission NDD221380 Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co., Inc CITY OF SANFORD PERMIT APPLICATION Permit # : O r \'OZ O Job Address: S 016 Description of Work: (_CVO P 1 Clf, Date:-Try-Tt-az9 2 ( &kC r3 C (b5J. ^-1 Ae— J rtt ; liistoric District: "Zoning: v Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Altcration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood "Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: DVANTAGEDLUAABING, INCH -State License Number: C (-- -( D) — )AP, Phone & Fax: P_A_ ROX 62002Oontact Person: D.tkj Phone: (y Bonding Company: OVIEDO, FLOP!OA 32762-0027 Address: Mortgage Lender: Address: F Architect/Engincer: Phone: Address Fax: Application is.hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. 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. Acceptance of permit is verification that 1 will notify the owner of the property of the rcquiremcq of on Law FS 713. Signature of Owncr/Agent Date Signature of Contractor/Agent Datc Print Owncr/Agent's Name Print Contractor/Agent's Name a liv_g I ti 1-'' Signature of Notary -State of Florida Date Signature of Notary-Stn MARTHA Y. HALL h4Y CUMMISSIUN q CC 875840 EXPIRES: February 1, 2004Owncr/Agent is _ Personally Known to Me or Contractor/Agent is Pe? 4n y IFIOOWttltoul9lttatyrPubltUndem ters Produced ID _Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) IIN111uU11111u1111111111u1ll11u1u1a11u1uu11uwIoil t— THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04854 PG 1319 CLERK'S # 2003096370 RECORDED 06/06/2003 11 0507 AM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT 0000 2 b .l 0 Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproperty: Lot(s) 45, 81, 82, 90, 91, and 99 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(I)(b), Florida Statutes: Name: Address: Ex iration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: Robert A. Lawson, AWstant SecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., Sa ea.are Corporation, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL i--- PATRICIA COULTON NOTARY PUBLIC STATE OF I-1.ORIDA COMMISSION NO. DD134330 MYCOMMISSI')t. I:yP 11.I1Y26,2006 Notary igna a Notary Seal CtRtlrlLu Puri MARYANNE MORSL 0 CLERK OF CIRCUIT FLOR COU SO Ty CLERK COUNTY OF 3[MINOLE IMPACT FEE STATEMENT ISCi)[D BY CITY OF SANFORDSTATEMENTNUMBER103-75599 DATEs DUILDING PERMIT NUMBE3 (CITY) COUNTY NUMBER: __________ UNIT ADDRESS r Fr7 J Y\-_-------------------------------------_----'' TRAFFIC ZONE: JURISDICTION: SEC: TWP: RNG: PARCEL: SUBDIVISIONS TRACT: PLAT BOOK: PLAT BOOK PAGE: rOWNERNAME: ADDRESS: NAME---~__--- --~-- --^-~- -~-- --~--^------ ------ -_^ APPLICANT NAME: ADDRESS: LAND USEUSE CATEGORY: 001 - Single Family Detached House, TYPE UCE: Renidentia1 WORK DESCRIPTION: Single Family Houses Detached - Construction F[E BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[ TYPE DIST SCHEDULE DESC. UNIT OF UNITS DOA ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 OQ|OOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,3B4.00 AMOUNT DUE $ 2,205.00 STATEML l RECEIV[D DY: (__/ _A_ SIGNATURE: PLEASE P|INT NAME) DATE: NOTE TOTO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *= DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR DUCATIOXA'- (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REOUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [ACT FIRST STREET, SANFORD, FLORIDA 32771; (407) 685-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD DUILDIH8 DEPARTMENT m0 NORTH PARK AVENUE SANFURD. Fi 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE T||[ STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. VTHIS STMEMENT IS VAUID ONLY IN CONJUNCTION WITH ISSUANCE OF A** FAMILY BUILDING'PERMIT=*********O*W*$1** FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200: Read the instructions on paces 1- 7. SECTION A- PROPERTY OWNER INFORMATION I For lnsumnCampanyUse: BUILDING OWNER'S NAME D.R. HORTON BUILDING STREET ADDRESS (Inducting Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number IXXXXAPPALOOSACOURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 82, 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): No - ##' - ##.#ti or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82 COUNTY NAME I W. STATE SEMINOLE COUNTY 120289 SEMINOLE 84. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISEDDATE 68, FLOOD ZONE(S) Rom AO, use depilm of flooclim) 1202890045 E 4117/95 411719.5 A 27.5 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. 1311. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal BarrierResources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under Construction- Finished Construction A new Elevation Certificate will berequired when construction ofthe building is complete. C2. Building Diagram Number 1(Select the buildng diagram most siaular to the building for which this certificate is being competed - see pages 6 and 7. If no diagrarn accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, ARIAH, ARIAO Compete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section Dor Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments _ Elevation reference mark used _Does the elevation mference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 29. 0 fL(m) 9 o b) Top of next higher floor WA . 8.(m) c' o c) Bottomof lowest hoizontal structural member (V zones only) NIA. ft.(m) o d) Attached garage (top of slab) NIA. R(m) o 0 o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) NIA. ft (m) E o f) Lowest adjacent (finished) grade (LAG) WA. f4m) m o g) Highest adjacent (finished) grade (HAG) WA. _t(m) d o h) No. of permanent openings (flood vents) within 1 fL above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.11 0sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTF STkEIAAE..Q A I _4—.fjL ORLANDO FL 32803 SIGNATUR% lti( V- 1 , • I A, DATE 1'IV 1%, 811803 (40774a7N9E79 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 lnsuranoeCompanyUse: BUILDING STREET ADDRESS (Including Apt, Unk Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number XXXX APPALOOSA COURT CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenVoompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Selectthebuilding diagram most similar to the building for which this certificate is being completed — seepages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement orenclosure) of the building is _ fL(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (see page 7), the next higher floor orelevated floor (elevation b) ofthe building is _ fL(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ IL(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. ForZoneAOonly: ifno flooddepth number is available, is the top of the bottom floor elevated in a000rdance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this infomration in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued orcommunity - issued BFE) orZone AO must sign here. The statements in Sedrons A B, Q and Eareconed to the bestofmyMrowtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE AP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by laworordinance to administerthe community's floodplain management ordnance can complete Sections A, B. C (or E), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law tocertify 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 FEMAissued or oornmunity4ssued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodpUn managemermt purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (inducing basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zane AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS FEMA Form 81-31, January 2003 Check here if attachments Replaces all previous editions CITY OF SANFORD PERMIT APPLICATION • Permit # : 7 O/'` Date: Job Address: Description of Work: Historic District: Zoning: Value of Work: S C 1 la •` Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial •' Occupancy Type: Residential V- 1, Commercial Industrial Total Square Footage: '21-z-afD ' 1_9 a 110V l Construction Type: # of Stories: ___ # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: iF Contractor Name & Address: Phone & Fax: 40T1 e6l 9\c)\ - a Bonding Company: NY-1- Address: Mortgage Lender: Address: Architect/Engineer: Attach Proof of Ownership & Legal Description) Phone: 4091. g c4ko1 State License Number: C'eo5s wo Person: Phone4 sQl Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe 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 marbF additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit Signature of Owner/Agent is Produced ID I will notify the owner of the property ofthe requirements of Florppen Law, FS 713. Date Signature of Contractor/Agent-Date spvanle( / I Pript C ct r/Agent's APPLICATION APPROVED BY: B Special Conditions: of FlonZfj;A RICIA COULTIAftNOTARYPUBLICSTATEOFFtiORIDACOMMISSIONNO. DD134330 c,r%xi "P IDLY 26,2M U l Z -0 3 'Zoning: itial & Date) of Contractor/Agent is _)Z 1 Produced ID Initial & Date) onoa PATRICLA)MULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. IULY 26.2006 Utilities: FD: Initial & Date) (Initial & Date) f CITY OF'SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE Il (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (DULL NAME) N A1viE _.__ SERVICE: ADDRESS cA - I-AX 11 (407) 328-7367 MAILING ADDRESS' 5o -a 1- nkif'l 1?,vP4%OZ- D_tls. .)A) ZIP 3zzzz- TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE C) / W COMMERCIAL C D v1.:+ezuW O R Kll gS - 1 O I SOCIAL SECURITY# HOME# N'R OWNER OF PROPERTY_ D I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. IAGREETOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYCHARGESINEFFECTATTHETIMEOFDELIVERY. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALLOUTSTANDINGCHARGES. I AM ALSO RESPONSIBUE'FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFF INTHEHOMEBEFORETHESERVICEISESTABLISHED. THE CITY IS NOT LIABLE FORDAMAGESCAUSEDBYWATERFAUCETSOROUTLETSLEFTON. I UNDERS TH T NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATIONFEE $ LOCATION# OTHERFEES $ LAST BILL READ TOTAL THIS READ_ CSR DA'f (_ J I hearby name and a Limited Power Of Attorney int: Craig Coulton and rFa-" y 1 r each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ajoply The Building Dept. of: C. j-fa san-T6 i For a residential permit for work to be performed at: Lot # : 82 Z Subdivision : V)akus cross', h 9 Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing in ru ent was acknowledged before me this: Date: ;Qj By: Richard B. Ladd ( Contractor ) Who is persona y k own to me. OFFIC A AKYS.-L'- State of FIOrI PATR(C(A COLI - NOTARY Pt1BL!i' ST'AT£ OF FI.ORIDACountyofOankaj" cc.%,I,\ s'!('3,;T MYCO&[,,, - ,,. C,. , 13433p 6,2006 Notary Public-igWure Notary Seal 111111llllulllllll11111111It1111111lBIIUTAIIIu1111all THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. V 6250 Hazeltine National Drive, Ste.: 102Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04654 PG 1319 CLERK'S # 2003096370 RECORDED 86/06/2093 110507 AM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproperty: Lot(s) 45, 81, 82, 90, 91, and 99 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: 2_0 404." Robert R. Lawson, AWstant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc.%a—el'—axware Corporation, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL FA TV_L —== PATRICIA COULTONFm_Aoo- IYPRYPUBLICSTATEOFFLORIDA MMISSION NO. DD134330 MI 5 III1-Y26,2006 Notary Signae—Notary Seal w` 0 6 Iwo whu Gov MARYANNE MORSC CLERKOFCiRCUITCOILSEMINOLE COUNP4 _OR _ CITY OF SANFORD BUILDING DIVISIONFORRESIDENTIALBUILDING PERMITSUBMITTALREQUIREMENTS I, Two (2) recent boundary and building location surveys showing setbacksforstructures (not fences) from all structures to property lines for permitofconstructiondesigndrawings drawn to scale, 2, Two (2) complete sets Complete sets to include: Foundation plan indicating footer sizes for all bearing Falls. Provide side view detailsa. of these footers with reinforcement bar replacement. Floor Indicating interior wall partitions and room identification, b. planroomdimensions, door, window, and/or opening sizes, smoke detector, stairs. Bathroom fixtures andlocation(s), landings, decks and distances from walls are to be shown. Note the State of Floridn requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) Elevations of all exterior walls, east, west, north and south. FinishC. floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. framed. Plan to e. Framing plan for floor joists where conventionallyindicatespan, 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. Stair details with tread and riser dimensions, stringer size, methods ofgattachment, placement of handrails and guardrails. h. Square footage table showing footages: S.F. Garages/Carports S.F. Porch(s)/Entry(s) S.F. Patio(s) S.F. Conditioned structure 22 S.F. 3. Total (Gross Area) Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. S. Other submittal Documents: R. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. 2. Footer Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic heaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewail 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. 15. Building final Other DATE SIGNATURE By Owner or Authorized Agent) ESA 1PEX pr=ST 4C ONTRC> L Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name -3)3. Address 623D "F— City/State/ZIp Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: L- ' 1 htf5 Cat SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 7tj: & aCS C . DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALLGOVEERN . HE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer &orAgent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: I. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, Inform the Customer of: a, any new or increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; 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 SentriconPretreatmentPlanmayf1maintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementforerquarter (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 year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water, under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described in*this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIEDINCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICOIMPLIED- INCLUDINGFURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY . CustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceeding agaof value, economic, inst Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution o compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and economic, event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. 0 SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy or. sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. I. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All componentsndwillremaintopropertyofDowElanco. The CustomeroftheSentricon "System (Components) are ahas no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection ordiscontinuingtherelationshlp(note: Conventional "liquid barrier" method of termite control may not offer an effective meansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and-, (S)retrieve, or advise Do vElanco'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 . theComponents; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONSAND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial Installation. Priorto; (1)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. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/ DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. 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 fueUor materials, stelkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3) termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder; Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all' th( 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. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, in Its sole discretion, that It is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing t TheApexCorporateOffice. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the Identifie Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the Inspection was requestc bytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of I (one) year from Its effective date. After th Initial12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex within ; thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Foulkenburg Rd N MerrittIsland, 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 L—Lu— I 27 u: p i rl•1 r nul•1 CITY'OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Z(e, 2-0 Date: 3 03 The undersigned hereby applies' for apermit to ipstall the following electrical: Owners Name: Address of Job: Electrical Contractor: Residential: WOOOO, Non -Residential: Numbe'r Amount Addition; Alteration, Repair Residential 8 Non -Residential New Residential: AMP Service New C mme a : -, :, AMP Service Change of.8erviCe: From AMP Servioe to AMP Service Manufactured Building Other: 0escr1 t(on:gFWork:' Application Fee: 10.00 c ;:r.'".-fir.;:•; .. ;: . TOTAL OUE: ,;,::`:: .1-64,00 By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. Applicant's Signature State License Number ter• yyMJy FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address:_-S C+ Permitting Office: City, StateSF`Wc :b0,C](:T-_I 32-T:r3 Permit Number: Owner: 17.R . 4007t:xM Jurisdiction Number: Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.05 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 1732 ft' c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=1 1.0, 56.0 W _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ft' d. N/A c. Conservation credits e. N/A I-IR-1-leat recovery, Solar 10. Ceiling types DI-IP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft' _ 15. HVAC credits P-r, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A 1-IF-Whole house fail, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-1-I-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 PASSTotalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: a3.02 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: V.e_ DATE: (I (do3 Review of the plans and Ttts srArFospecificationscoveredbythis indicates o4 - calculation compliance with the Florida Energy Code. o oBeforeconstructioniscompleted this building will be inspected for compliance with Section 553.908 rl, Florida_ Statutes. weenarCOD r BUILDING OFFICIAL DATE: C! Ja EnergyGaugeO (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1732.0 25.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 5310.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 600A-2001 SUMMER CALCULATIONS L Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points - Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 34989.3 1.000 1.087 x 1.150 x 1.00) 0.283 0.950 11758.5 32874.1 0.4266 14024.1 34989.3 1.00 1.250 0.283 0.950 11758.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS I Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1732.0 5.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.5 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1732.0 0.28 485.0 1732.0 -0.28 485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 600A-2001 WINTER CALCULATIONS rl Residential Whole Building Performance Method A - Details D ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points - Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 7979.2 1.000 1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 7979.2 1.00 1.250 0.446 0.950 4229.0 EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 13 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 14024 3382 10256 27iiFT 11759 4229 10495 26482 PASS y yrp THE ST9r o' n r nnr a da o ell EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 Code Compliance Checklist I 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/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss 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 regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge4D/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 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 %%;prst case? No 6. Conditioned floor area (ft') 1732 ft' c. N/A _ 7. Glass area & type a. Clear - single pane 207.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.65 _ d. Tint/other SFIGC - double pane 0.0 ft' b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. I -lot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ c a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft' = EF: 0.86 = b. Frame, Wood, Exterior R=11.0, 56.0 ft' b. N/A c. Frame, Wood, Adjacent R=1 1.0, 328.0 ft' d. N/A _ c. Conservation credits _ c. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DI-IP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft' _ 15. HVAC credits PT, b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A I -IF -Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Al+ Garage Sup. R=6.0, 170.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) 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) O4TttESrinthishomebeforefinalinspection. Otherwise, a new EPL Display Card will be completedti based on installed Code compliant features. fill' o Builder Signature: Date: Address of New Home: ac,? P OC A , . City/FL Zip: ` tJrf, 3'L j f coD We NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. /fyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar designation), your home may qualifyfor energy efficiency mortgage (EEAI) 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. ucfedufor 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 850/487-1824. EnergyGauge® (Version: FLRCSB v3.2) U. RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: i 32 Deg F HEATING SUMMARY Bids. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method S implif ied Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume (cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 11/16/98 Job # 1732 Wthr Orlando AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANS Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuli Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0.041 CFM/Btuh Clg Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: VI 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration HTIvI Calculation* I. Winter Infiltration CFM 0. 8 AC/HR x 13856 Cu.Ft. x 0.0167 = 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window = 26.6 HTMIandDoorArea Procedure B - Summer Infiltration HTM Calculation* I . Summer Infiltration CFM 0.4 AC/HR x 13856 Cu.Ft. x 0.0167= 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain I 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 SummerTD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 . 0 . 12 SIN 10315 Printout certified by ACCA to meet all requirements of Manual Form J 1732 Job# 1732 A 1O c/ni 1nilC Zone: Entire House 11/16/98 C1 I Nameol'Room Entire House BR 4 FAId LAUNDRY 2 Running Ft. Exposed Wall I 202 . 0 Ft. I 29. 0 Ft. 4 L . 0 Ft. 7. 0 Ft. 3 Room Dimensions. Ft. 0.0 t. 13.5 c 12.0 Ft. 20. 0 .x 20. 0 Ft. 7.0 s 9. 0 Ft. 4 Ceilugs.Ft Condit. Option 8.0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTI`'1 Area Btuh Area Btuh Area Bush Area Btuh EXPOSURE NO. Fltg Clg Length Fltg Clg Length 1-11g Clg Length Fltg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 1224 232 112 0 Exposed b 12C 2.9 9 56 0 56 0 Walls and c 13C 3.2 1.2 328 0 152 56 Partitions d 0.0 0.0 0 0 0 0 c 0.0 0.0 0 0 0 0 fli 0.0I 0.0 0 0 0 0 1 6 Windows and a 1C 37.0 153 5655 23 850 23 850 0 0 Glass Doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1886 23 943 23 943 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 142 6934 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Fioa 0.0 0 0 0 0 0 0 0 0 8 Other doors I a loD 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 38 120 44 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 1883 3194 4192 162 275 361 400 678 890 63 107 140 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 JbIc 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Btuh Loss-6+8..+11+12 26742 3003 4831 1152 14 Duct Btttlt Loss 10*/ 2674 10% 300 10% 413 10°/ 115 15 Total Btuh Loss - 13+14 29416 3304 5314 1267 16 hu. Gains: People rr 300 6 1800 0 0 4 1200 0 0 Appl. rt 1200 2 1800 0 0 0 0 1 600 17 Subtot RSH Gain=7+8..+12+16 21100 1706 3900 1098 I8 DuctBmhGain LO°/ 2080 10•/ 171 10°/ 390 10°/ 110 19 Total RSH Gain-(17+18)'PLF 1.00 22883 1 . 00 1876 1.00 4290 1 .00 1208 20 CFM Air Required 1200 1200 1 135 98 1 217 225 1 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zolle: Entire House 11/16/98 Name of Room BR 2 BR 3 M/BR M/BTH 2q3I Running Ft. Exposed Wall 27.0 R. 11 . 0 Ft. I 32.0 Ft. 10. 0 Ft. Room Dimensions, Ft. 13.0 x 12. 0 Ft. 11 . 0 x 15. 0 Ft. 13.0 x 17.0 Ft. 10.0 x 15'. 0 Ft. 4 Ceiings,R Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Bull Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Flig Clg Length Htg CIg Length Htg Clg 5 Gross e 14C 2.5 1.1 96 88 256 80 Exposed b 12C 2.9 1.9 0 0 0 0 Walls and c 13C 3.2 1.2 120 0 0 0 Partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 G Windows and a 1C 37.0 16 591 16 591 32 1183 10 370 Glass Doors b SC 3.7.0 0 0 0 0 0 0 0 0 heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 c 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 22.0 2 44 2 44 4 89 2 35 Glass Doors NERJW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 14 685 14 685 28 1370 8 413 South 0.0 0 0 0 0 0 0 0 0 Hotz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b I 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 197 88 12 177 79 224 552 247 70 172 77 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 1.2 120 378 140 0 0 0 0 0 0 0 0 0 1':rtitions 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 n 16D 1.7 2.2 156 265 347 165 210 367 221 375 492 150 254 334 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 II Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0IbIc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subiot Btuh Loss=6+8..+11+12 2556 1759 3790 1322 14 Duct Bttth Loss 10% 256 10•/ 176 10°/ 379 10°/ 132 15 Total Btuh Loss= 13+14 2812 1935 4169 1454 16 Int. Gains: People rt 300 0 0 0 0 1 300 0 0 Appl. rt 1200 0 0 0 0 0 0 0 0 17 Subtot RSH Gain=7+8..+12+16 1425 1296 273 933 18 Duct Bttth Gain 10°/ 142 10°/ 130 10°/ 274 l0•/ 93 19 Total RSH Gain=(17+18)•PLF 1.00 1567 1 . 00 1425 1. 00 3011 1 . 00 1027 I20I CFM Air Required I I 1151 821 I 791 751 I 1701 1581 I 591 541 Printout certified by ACCA to meet all requirements of Manual J Form J a 1732 Job# 1732 Zone: Entire House 11/16/98 1 NU \LJ7 1 Ed RIGHT-J' 3 0 19 S/N 10315 I NA r It Natneoflt0orn BTH KICTHEH DII-II14G 2 Running Ft. Exposed Wall 0.0 19. 31 . 0 Ft. I14. 0 Ft. Ft. 3 Room Dimensions. Ft. 9. 0 x 10. 0 Ft. 16.0 x 14.0 Ft. 14.0 x 18 . 0 Ft. x Ft. 4 Ceiings. Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST 14T\•I Arca Btuh Area Bradt Arca Bhnh Area Mull EXPOSURE NO. Iltg i Clg Length Htg Clg Length Htg CIg Length Htg Clg Length Htg CIg 5 Gross a 14C 2.5 1.1 0 248 112 Exposed b 12C 2.9 1.9 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 Partitions d 0.0 0.0 0 0 0 0- 01 0. 0 f ICI0. 0 I0.0 0 p p 6 Windows and a 1C 37.0 0 0 10 370 23 850 Glass Doors b 8C 37.0 0 0 54 1996 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 22.0 0 0 7 153 3 64 Glass Doors NEINW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/ SW 49.0 0 0 5-7•••• 2795 20 985 South 0.0 0 0 0 0 0 0 Hoa 0.0 0 0 0 0 0 0 8 Other doors a l OD 14.7 9.9 0 0 0 0 0 0 0 0 0 It I IOD 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 224 380 499 252 427 561 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 II Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 0. 0 0.0 0 0 0 0 0 0 0 0 0 IbIc0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Built Loss=6+8..+11+12 153 5704 2471 14 Duct Btuh Loss 10% 15 10•/ 570 101/ 247 15 Total Btttl Loss = 13+14 168 6275 2718 16 Int.Gains: People n 300 0 0 0 0 1 300 Appl. « 1200 0 0 1 1200 0 0 17 Subtot RSH Gain=7+8..+12+16 200 5328 2180 18 Duct Btuh Gain 10°/ 20 10°/ 533 10•/ 218 19 Total RSH Gain=(17+18)•PLF 1 ..00 220 1 . 00 5861 1.00 2398 20 1 CFM Air Required 7 12 1 256 307 1 111 126 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA I Job #: 1732 File name: 1732 . bld 11/16/98 J 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 BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0..0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR I a J n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 I' bath dual J' bath duc to J eap Ja^ to Zen Must have a minimum clearance of 4 inches around the air handler per the State energy code. All duct has an r-6 insulation value. V) Izn O 04NO Q C9 O C\j Rating zO r N m w > z o ifi 3JQ ~ CO~ Q 7 J O 5 QCk: Cn CL-jWO0 MIf MiTeke MiTek Industries Inc. 14515 Nod Outer Forty 00e, Suite 300 Chesterfield, MO 63011 USA May 8, 2003 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 : I4857658 thru I4857688. Total : 31 drawings. Job :DR1732E Builder :D.R. HORTON Location :STANDARD MODEL 1732, ELEVATION E County :SEM INOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 31 Truss drawing. 2) Truss Index. May 8, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1732E Trusses included=31 0,"\DR1732E\a.tre" 14857658 1,"\DR1732E\a11.tre" 14857659 2,"\DR1732E\a13.tre" 14857660 3,"\DR1732E\a15.tre" 14857661 4,"\DR1732E\a17.tre" 14857662 5,"\DR1732E\a19.tre" 14857663 6,"\DR1732E\a7.tre" 14857664 7,"\DR1732E\a7a.tre" 14857665 8,"\DR1732E\a9.tre" 14857666 9,"\DR1732E\a9g.tre" 14857667 10,"\DR1732E\b.tre" 14857668 11,"\DR1732E\bg.tre" 14857669 12,"\DR1732E\c.tre" 14857670 13,"\DR1732E\c5.tre" 14857671 14,"\DR1732E\d3.tre" 14857672 15,"\DR1732E\ Are" 1 4857673 16,"OR1732E\ 5.tre" 1 4857674 17,"\DR1732E\ g.tre" 1 4857675 18,"OR1732E\ g4.tre" 1 4857676 19,"\DR1732E\k.tre" 14857677 20,"\DR1732E\1.tre" 14857678 21,"\DR1732E\11.tre" 14857679 22,"\DR1732E\12-1.tre" 14857680 23,"\DR1732E\12-6.tre" 14857681 24,"\DR1732E\m.tre" 14857682 25,"\DR1732E\m1.tre" 14857683 26,"\DR1732E\s.tre" 14857684 27,"\DR1732E\s1.tre" 14857685 28,"\DR1732E\s2.tre" 14857686 29,"\DR1732E\s3.tre" 14857687 30,"\DR1732E\s4.tre" 14857688 BO f : No. 4.5161 TAr ' O i O STATE OF s May 8, 2003 A WARNING - WrVy design parameters and READ NOTES ONTffiS AND REVERSE S IR BEFORE [ISE. Design valid for use only with MRek connectors. This design Is based only upon parameters drown, and Is for an Individual building component to be Installed and loaded vertically. AppticabMy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibllty of the erector. Addttbnal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST•88 Quality Standard, DSB•BO Bracing Specification, and NIB-91 M iTek® Handling Installing and Bracing Recommendallonavaliable from Truss Porte Institute, 583 D'OnohbDrive, Madison, WI53719. 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 theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; Q joint and embed fully. Avoid knots and wane plates from outside edge of o d ' at joint locations. truss and vertical web. d a 4. Unless otherwise noted, locate chordsplices o at /4 panel length(+ 6" from adjacent joint.) ceC, c6 BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Boftom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401unless 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 BEARINGothersunlessshown. 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, PN PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 HYDRO,A11R® Job rus Trussype ty y 14857658 R1732E A ROOF TRUSS 8 1 Job Reference toptional) s eb 19 2003 Mi ek Industries, Inc. Wed Ma-y-OTUT44:34age 7-1-3 13810 1 20-0-0 1 26.5-6 I 32-10.13 40-0-0 91-0-Qr 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:68.6 5x6 = s s.00 F,z 3x4 3x4 4 6 5x6 5x6 3 7 2 8 1 9Fij y1g 3x8 = 12 11 10 3x8 = 5x6 = 5x8 = 5x8 = 10-3-14 20.0-0 29-8-2 40-0.0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loci I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) -0.28 11 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-11 > 753 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-3 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-11, 6-11 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Horz 2=-190(load case 5) Max Uplift 2 = -809(load case 4), 8=-809(Ioad case 51 FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3710, 3-4=-3346, 4-5=-2354, 5-6=-2354, 6-7=-3346, 7-8=-3710, 8-9=14 BOT CHORD 2-12=3393, 11-12=2820, 10-11 =2820, 8-10=3393 WEBS 3-12=-410, 4-12=543, 4-11 =-862, 5-11 =1333, 6-11 =-862, 6.10=543, 7-10=-410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A wwRMNO - Vert& deefgn parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Design valid for use only with M6ek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. App8cobNty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stablIlty during construction Is the responslblllty of the elector. Additional permanent bracing of the overall structure Is the iesponsib88y, of the building designer. For general guidance regarding lobrkatlon, quality control storage, delivery. election and bracing. consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-fit Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Modlkon, WI63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc: c other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of O a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP o at I/4 panel length(+ 6" from adjacent joint.) CaC, c6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension Is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYDRO -Ma Job rus Truss ype ty y 14857659 R1732E All ROOF TRUSS 2 1 Job Reference to tionat) s e i e Industries, nc. a ay age 1.1-0-0 5-9-14 „-o•0 17.0.0 23-0-0 29-0-0 I 34-2.2 I 40-0-0 9lI 1-0-0 5-9-14 5-2-2 6-0.0 6-0-0 6-0-0 5-2-2 5.9-14 1-0.0 Scale = 1:69.8 5x6 = 5x6 = 5x8 = 3x4 = 5.00 F12 4 5 8 7 2x4 2x4 3 8 v 2 9 10 yy Ile 3x8 = 13 12 11 3x8 = 5x8 = 5x6 = 5x8 = It-" 20-0.0 29-" 40-0-0 11-0-0 9-0-0 9-0-0 It-" Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.67 12-13 >705 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2 = 1 14(load case 4) Max Uplift 2 = -763(load case 2), 9=-763(load case 3) FORCES IN - First Load Case Only TOP CHORD 1-2 = 14, 2-3 = -3773, 3-4 = -3370, 4-5=-3109, 5-6 = -3856, 6-7=-3109, 7-8 = -3370, 8-9 =-3773, 9-10 = 14 BOT CHORD 2-13=3442, 12-13=3797, 11-12=3797, 9-11 =3442 WEBS 3-13=-364, 4-13=875, 5.13=-869, 5-12=107, 6-12=107, 6-11 =-869, 7-11 =875, 8-11 =-364 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 lb uplift at joint 2 and 763 Ib uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 161 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNING - Ver{ jy design pamnrters and READ NOTES ON THIS AND REVLR.46 SIDE BZMJW USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and 1s for on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b responslbUBy of building designer - not truss designer. Bracing shown Is for lotetal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the etecloi. Additional permanent brbcing of the overall structure Is the tesponslbWty of the building designer. For general guidance regarding fabrication, quality control stotoge, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendm RecommendationavailablefroTrussPlate Institute, 583 D'Onohlo Dilve. Madison, WI53719. 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. 0 0 For 4 x 2 orientation, locate 3: plates/a" 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 MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or befter than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 #"RO,A/R® Job rus Truss ype ty y RTON 14857660 R1732E A13 ROOF TRUSS 2 1 Job Reference to tional) s e t o nc. n ustries, a May age 1.1:" 6.9-14 13-0-0 1 17-8-0 i 22.4-0 1 27-0-0 1 33-2-2 r 40-0-0 411 1.0.0 6.9.14 6.2-2 4-8-0 4-8-0 4A-0 6-2-2 6.9-14 1.0.0 Scale = 1:69.8 5x6 = 2x4 11 3x4 = 5x6 = 4 5 6 7 5.00 12 20 \\ 20 3 8 d A 2 1 8 totgLZA 3x8 = 14 13 12 11 3x8 = 5x6 = 3x8 = Sx6 = 5x6 = 9.1.14 17A-0 22-4-0 30-1a2 40-0-0ii1 9-1.14 8-6-2 4-8-0 8-6-2 9-1-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 13-14 >844 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8.0, 9 = 1951 /0-8-0 Max Horz 2=-131(load case 5) Max Uplift2 = -735(load case 4), 9=-735(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-14=3436, 13-14=2877, 12-13=3281, 11-12=2877, 9-11 =3436 WEBS 3-14=-368, 4-14=554, 4-13=622, 5-13=-341, 6-13=-0, 6-12=-341, 7-12=622, 7-11 =554, 8-11 =-368 NOTES 11 Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 If MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARNING - VerVy design pamnsetem and READ NOTES ON TBIS AND REVERSE SIDE BEPORZ USE. Design valid tot use only with Mlfek connectors. This design Is based only upon parameters shown, and b tot an Individual building component to be Installed and looded vertically. Applicability of design parameters and proper Incorporation of component b responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent bNeing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality conttoL storage, delivery, erection and bracing, consult OST-88 GualBy Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatlon avaltable from Truss Note Institute, 583 D'Onofrio Drive, Madison, WI53710. MiTek® Symbols PLATE LOCATION AND ORIENTATION J )/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„1 0 O For 4 x 2 orientation, locate plates/a" from outside edge of otrussandverticalweb. F 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 AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 1 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. FORM016,019 MiTeke M L,@ NMRO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. MM TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss I ype ty y 14857661 R1732E A15 ROOF TRUSS 2 1 Job Reference (0 tional) s e i e n ustries, nc. a ay age 1,:" 7-9-14 15-0-0 20.0-0 1 25-0-0 I 32-2-2 1 40.0-0 11.0-01 1.0.0 7-9-14 7-2-2 5-0-0 5.0-0 7-2.2 7-9-14 1-0-0 Scale = 1:69.8 5x6 = 5.00 12 2x4 11 5x6 = 4 5 6 Sx8 % Sx8 3 7 nrb 2 1 a 9 q1g 3x8 = 12 11 10 3x8 = 5x6 = 5x8 = 5x6 = 10-3.14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9.8.2 10-3-14 Plate Offsets 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 11-12 >759 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. BOT CHORD 2 X 4 SYP No.213 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2 = 148(load case 4) Max Uplift2=-7590oad case 4), 8=-7590oad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3=-3661, 3-4 = -3332, 4-5 =-2888, 5-6 =-2888, 6-7 =-3332, 7-8=-3661, 8-9 = 14 BOT CHORD 2-12=3351, 11-12=2667, 10-11 =2667, 8-10=3351 WEBS 3-12=-448, 4-12=685, 4-11 =355, 5-11 =-363, 6-11 =355, 6-10=685, 7-10=-448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASES) Standard Junaidie Budiman, FL Lic #45 f MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNING - VerW design pasameterm and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an tndK4duol buidding component to be Installed and loaded veitloalty. Applicability of design parameters and proper incorporation of component b tesponslblUty of building designer - not truss designer. Bracing shown Is, for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 MiTek® Handling Installing and Brocing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of 0. truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Jolnt/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018,019 Z&ao HMPO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job rus Truss Type ty y HORTON 14857662 81732E A17 ROOF TRUSS 2 1 Job Reference to tionall s eb 19 2003 Mi ek Industries, Inc. a ay age 1':" 6-1-3 11-6-10 17-0-0 1 23-041 28-5-6 1 33-10.13 1 40-0-01 I 0-p 1.0.0 6-1-3 5.5.6 5-5.6 6-0-0 5.5.8 5-5.8 6.1-3 1-" Scale = 1:69.8 5.00 12 5x6 = Sx8 = 5 6 5x6 % 5x6 4 7 21x4 \\ 2x4 A 3 8 r 2 9 10 tad Ig 3x8 = _ 14 13 12 11 3x8 = 5x6 = 3x8 = 5x6 = 5x6 = 6-4-11 17-0-0 23.0.0 31-7-5 40-0-0 8-4-11 8-7-5 6.0-0 8-7-5 B-4-11 Plate offsets , 14:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 12 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-12 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3.1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-13 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951 /0-8-0 Max Horz 2 = 165(load case 4) Max Uplift2 = -781 (load case 4), 9=-781(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3820, 3-4=-3551, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3550, 8-9--3820, 9-10=14 BOT CHORD 2-14=3487, 13-14=3028, 12-13=2494, 11-12=3023, 9-11 =3487 WEBS 3-14=-303, 4-14=461, 4-13=-719, 5-13=611, 6-13=-0, 6-12=613, 7-12=-716, 7-11 =465, 8-11 =-305 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1 .33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARMNO - VerM design pammeten and READ NOTES ON THIS AND REVERSE fSWE BXMRE USE. 0 Design valid lot use only with MiTek connectors. Thb design Is based only upon parameters shown• and Is for on Individual bu8ding component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responslblllty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consu8 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bfocing Recommendation avallabte PlatefromTruss Institute. 593 D'onohb Drive, Madison, WI53719. 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. A„ 0 Q O For 4 x 2 orientation, locate X plates/e" from outside edge of otrussandverticalweb. F This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS 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. 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 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko pep FORM016,019 AtOWIL"o NYDRO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 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. Job russ russ I ype ty y RTON 14857663 R1732E A19 ROOF TRUSS 2 1 Job Reference (optional) s eb 19 2003 Mi ek Industrres, Inc. a ay age 1:2 6-9-3 12-10.10 19-0-0 21-0-0 27-1-6 1 33-2.13 1 40-0-0 qt-O-Q111 1.0.0 6-9.3 6-1-6 6-1.6 2-0-0 6.1.6 6-1-6 6-9-3 Scale = 1:71.2 5x6 = 5x6 = 5.00 F12 5 6 3x4 i 3x4 4 7 5x8 % 5x6 3 8 6 912 10 — 3x8 = 14 13 12 11 3x8 = 5x6 = 5x6 = 3x4 = 5x6 = 9-9-14 19-0-0 21.0-0 30.2-2 40-0-0 9-9.14 9.2.2 2-0-0 9-2-2 9.9.14 Plate Offsets . 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.33 11-12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 11-12 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-13, 7-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 182(load case 4) Max Uplift2=-801(load case 4), 9=-801(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-14 = 3523, 13-14 = 2946, 12-13 = 2304, 1 1-12 = 2946, 9-11 = 3523 WEBS 3-14=-408, 4-14=560, 4-13=-863, 5-13=667, 6-12=667, 7-12=-863, 7-11 =560, 8-11 =-408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASEISI Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - VirM design pasmssttris and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. 0 Design valid lot use only with Mllek connectors. this, design b based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicab01ty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcdng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuff OST-ae Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Cr O For 4 x 2 orientation, locate plates/a" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4000 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko p AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. IIIIIIIII TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 HMRO,A/R Job russ Truss Type ty y FITUN R1732E A7 ROOF TRUSS 1 2 14857664 Job Reference loptional) s e i e Industries,Inc. a May age 3-9-14 7-0-0 13.6-14 20.0-0 26.5.2 33-0-0 3366.2-2 1 40.0-0 11111:L4 1 1 1 1-0-0 3-9-14 3-2-2 6.6.14 65.2 6-5.2 6$14 3-2-2 3-9-14 1-0-0 Scale = 1:69.8 5x10 = 5x10 = 5.00 12 4x8 = 7x8 = 4x8 = 4 5 6 7 8 20 2x4 i 3 9 2 10 i 1g 3x8 = 16 15 14 13 12 3x8 = 3x4 = Sx6 = 3x8 = 5x6 = 3x4 = 13.6-14 zo-0-0 26-5-2 1, 33-0-0 i 40-0-01 7-0-0 6.6.14 6-5.2 6-5-2 6-6.14 7-" Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.80 14 >588 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -1.09 14 >432 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-6-8 oc purlins. 4-6 2 X 6 SYP No.2ND, 6-8 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except' 13-15 2 X 4 SYP No. 1D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 3875/0-8-0, 10 = 3875/0-8-0 Max Harz 2=-79(load case 5) Max Uplift 2=-2027(load case 2), 10 = -2027(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-8441, 3-4=-8545, 4-5=-12386, 5-6=-13791, 6-7=-13791, 7-8=-12386, 8-9=-8545, 9-10=-8441, 10-11=14 BOT CHORD 2- 16=7643, 15-16=7951, 14-15=12386, 13-14=12386, 12-13=7951, 10.12=7643 WEBS 3-16=299, 4-16=685, 4-15= 4852, 5-15=-1698, 5-14=1540, 6-14=-991, 7.14=1540, 7-13=-1698, 8-13=4852, 8-12=685, 9-12=299 NOTES 1) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2027 lb uplift at joint 2 and 2027 lb uplift at joint 10. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7- 0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1. 33, Plate Increase = 1. 33 Uniform Loads (plf) Vert: 1-4=-74.0, 4- 8=-154.2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (lb) Junaidie Budiman, FL Lic #45 Vert: 16=-603.2 12=-603.2 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARNDYO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponsiblBty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brblcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality conhoL storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlna and Bracing Recommendation available from Truss PlateInstitute, 683 D'Onofrla Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczc other, Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ,; ; Q joint and embed fully. Avoid knots and wane plates from outside edge of U O d ° at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chordsplices o at I/4 panel length(' 6" from adjacent joint.) uC, c6 BOTTOM CHORDS Thissymbolindicatesthe5. 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 AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. In all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM016. 019 fMRO,AZR 0 Job russ Truss Type ty y RTON 14857665 R1732E A7A ROOF TRUSS 1 1 Job Reference to tionat S e I e n ustr10S, FC. a ay7UM age 1 -1-00 1 3-9-14 1 7.0-0 1 11-8-15 1 16-4-1 1 21-1-0 1-0-0 3.9.14 3-2-2 4-8-15 4-7.3 4.8-15 Scale = 1:37.7 6x8 = 6x6 = 3x8 11 5x8 = 4 12 13 5 14 15 6 16 17 7 5.00 Fl2 20 3 2 1qi1C 3x8 —_ 11 18 19 10 20 21 9 22 23 8 3x4 = 7x8 = 5x10 = 3x4 11 7-0-0 11-8-15 16-4-1 21-1-0 7-0-0 4.8-15 4-7-3 4$15 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.28 10-11 >874 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.69 Vert(TL) -0.25 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) -0.07 8 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 136 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-0-7 oc purtins, except end verticals. 4-7 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-7-0 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 7-9 WEBS 2 X 4 SYP No.3 'Except' 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 8 = 2058/0-3-0, 2 = 2020/0-8-0 Max Horz 2 = 205(1oad case 4) Max Uplift8 = - 1971 (load case 2), 2=-1641(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-4233, 3-4=-4111, 4-12=-4151, 12-13=-4152, 5.13=-4155, 5-14=-2880, 14-15=-2880, 6-15=-2880, 6-16=-2880, 16-17=-2880, 7-17=-2880, 7-8=-1957 BOT CHORD 2-11 =3810, 11-18=3832, 18-19=3832, 10-19=3832, 10-20=4152, 20-21 =4152, 9-21 =4152, 9-22 =125, 22-23 =125, 8-23 = 125 WEBS 3-11 =-20, 4.11 =775, 4-10=373, 5-10=23, 5-9=-1488, 6-9=-766, 7-9=3225 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCOL=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 1971 lb uplift at joint 8 and 1641 lb uplift at joint 2. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0, 159.51b down and 305.11b up at 9-1-1, 159.51b down and 305.11b up at 11-1-1, 159.51b down and 305.11b up at 13-1-1, 159.51b down and 305.11b up at 15-1-1, and 159.51b down and 305.11b up at 17-1-1, and 207.91b down and 342.51b up at 18-5-4 on top chord, and 625.11b down and 577.61b up at 7-0-0, 46.0Ib down at 9-1-1, 46.Olb down at 11-1-1, 46.0Ib down at 13-1-1, 46.01b down at 15-1-1, and 46.Otb down at 17-1-1, and 17.91b down at 18-5-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-7=-74.0, 2-8 =-20.0 Concentrated Loads (lb) Vert: 4=-159.5 11=-625.1 12=-159.5 13=-159.5 14=-159.5 15=-159.5 16=-159.5 17=-207.9 18=-46.0 19=-46.0 20=-46.0 21 =-46.0 22=-46.0 23=-17.9 Junaidie Budiman, FL Lic#45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARNING - Vert design parameters and READ NOTES ON TBTS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. this design b based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component If responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stobUlty during construction Is the responsibility of the erector. Additional permanent brbclng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, deRvery, erection and bracing, consuR OST-88 Quality Standard, OSO.89 Bracing Specification. and HIB-91 Handling Installinq and Bracing Recommendationb PlateovallabfromTrussInstitute, 593 D'Onofrb Drive, Madison. Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q O For 4 x 2 orientation, locate 1: plates/a" from outside edge of 0. truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 400" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® Spo PANEL TM CLIP FORM018,019 i/YDRO,A/R® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty y RTON 14857666 R1732E A9 ROOF TRUSS 1 1 Job Reference (o tional) s e r e n ustrres, nc. aa may age 1.1:" 4-9-14 9-0.0 14.6-0 20-0-0 25-6-0 1 31-0-0 I 35.2.2 1 40-0.0 91-0-pf11 1-0.0 4-9.14 4-2-2 5-0-0 5-" 5.6-0 5.8-0 4-2-2 4-9-14 1-0-0 Scale = 1:69.8 5x6 = Sx6 = 3x4 = 5x8 = 3x4 = 5.00 Fl2 4 5 6 7 8 2x4 2x4 i 3 9 2 e 10 1 11 ^ 3x8 = 17 16 15 14 13 12 axe = 3x8 = 4x6 = 30 = 3x8 = 3x8 = 3x4 = 9.0-0 16.4-0 23.8-0 31-0-0 40-0-01 9.0-0 7-0-0 7-4-0 7-4-0 9-0-0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 10 = 1951 /0-8-0 Max Horz 2=96(load case 4) Max Uplift2 = -791 (load case 2), 10=-791(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2.17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, FL Lic 945 E MiTek Industries, Inc. 14515 North Outer Forty Dnv Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARNING - VerVy design pammsters and READ NOTES ON IBIS AND REVERSE SWE BEFORE USE. Design valid lot use only with MRek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and piopet Incoipoiatlon of component Is responsibility of building designer - not truss designet. Bracing shown Is lot latest support of Individual web members only. Additional temporary bracing to Insure stobWty duting construction Is the tesponslbillty of the erector. Additional permanent bracing of the ovetall structure Is the responsibility of the building designer. For genetal guidance tegarding fabrication, quality control, stotage, delivery, erection and bracing, consult OST-88 Quality Standard, 0SB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendalkm available Isom Truss Plate Institute, 583 D'Onofrlo DrNe, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. 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 AT THE LOWEST JOINT FARTHEST TO THE LEFT. MITek/Gang-Nall Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, site and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,010 aAZOcrwAa (R) jftWR0.A1R@ Job russ Truss Type ty y RTON 14857667 R1732E A9G ROOF TRUSS 1 1 Job Reference to tionall s e t o Industries, nc. a ay age 1.1-0" 5-0-5 9-0-0 13-0.8 17.8-3 22-3-13 1 26-11-8 1 31.0-0 34 40-0-0 41.0-qI 1 1-0-0 5-0-5 3.11.11 4.0.8 4-7-11 4-7-11 4-7-11 4-0.8 3.11-11 5 5 1-0-0 Scale = 1:69.6 5x8 = 5x8 = 2x4 II 5x8 = 2x4 11 3x4 = 5.00 F12 4 5 6 7 8 9 2x4 2x4 3 ZZ 10 2 S - - e 11 12 -71g 4x8 = 18 17 16 15 14 13 4x6 = 4x6 = 7x8 = 2x4 II 4x8 = 7x8 = 4x6 = 7-0-9 13-0-8 17-8-3 22-3-13 26-11-8 32-11-7 40-0-0 7.0-9 5.11.15 4-7-11 4-7-11 4-7-11 5-11-15 7-0-9 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) -0.59 16 > 795 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 VertITLI -0.92 16 > 515 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.21 11 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-11-9 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-6-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 2625/0-8-0, 11 = 2273/0-8-0 Max Horz 2=-99(load case 5) Max Uplift2 = -1034(load case 2), 11=-907(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 17, 2-3=-5719, 3-4 = -5499, 4-5 = -6592, 5-6 = -6591, 6-7 = -6332, 7-8 =-6332, 8-9 = -5385, 9-10=-4613, 10-11=-4839, 11-12=17 BOT CHORD 2-18=5242, 17-18=4924, 16-17=6734, 15-16=6734, 14-15=5385, 13-14=4102, 11-13=4436 WEBS 3-18=-230, 4-18=320, 4-17=2261, 5-17=-311, 6-17=-183, 6-16=93, 6-15=-515, 7-15=-343, 8-15=1213, 8-14=-10711 9-14=1741, 9-13=332, 10-13=-245 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1034 lb uplift at joint 2 and 907 lb uplift at joint 11. 51 Special hanger(s) or connection(s) required to support concentrated load(s) 994.7Ib down and 358.31b up at 13-0-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (Ib) Vert: 17=-994.7 Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNINO - Very design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. NilDesignvalidforuseonlywithMaekconnectors. This design is based only upon parameters shown, and is is for an Individual building component to be Installed and loaded vertically. AppBcobUlty of design parameters and proper Incorporation of component responsdblBty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-80 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. fill '/e„ 0 0 For 4 x 2 orientation, locate plates /a" from outside edge of aotrussandverticalweb. 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 MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko F , Z6A.7; 1) - L'. 0 FORM016,019 awa-wan ® HMRO,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 interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job rus Truss Type ty y RTON 14857668 R1732E B ROOF TRUSS 2 1 Job Reference (o banal) s e I e n ustrres, nc. a ay age 1-0-0 6-11-0 12-11-0 1-0-0 6-11-0 6-0-0 Scale = 1:23.3 4x6 = 3 5.00 F12 4 5 2 I 3x4 3x4 6 3x4 = 2x4 II 3x6 I I 6-11-0 12-11-0 6.11-0 6-0-0 Plate sets LOADING (psf) TCLL 30.0 SPACING 2-0-0 Plates Increase 1.33 CSI TIC 0.51 DEFL in floc) I/defl Vert(LL) -0.01 6 >999 PLATES GRIP M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.24 Vert(TL) -0.05 2-6 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 51 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 3-2-9 REACTIONS (lb/size) 5 = 591 /Mechanical, 2=694/0-8-0 Max Horz 2=87(load case 4) Max Uplift 5 = -229(load case 5), 2=-315(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-697, 3-4=-719, 4-5=-719 BOT CHORD 2-6=637, 5-6=637 WEBS 3-6 =126 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 5 and 315 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.96634 A WARNING - VerVfy design pasasneten and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design Is based onty upon parameters shown, and Is foe on Individual building component to be Installed and loaded vertloally. Applicability of design parameters and proper Incoepoeatlon of component b iesponsibBlty of building designer - not truss designer. Bracing shown Is foe loteeal support of individual web members only. Additional temporary bracing to Insure stablpty clueing constfuctlon Is the eesponslbilify of the eeector. Additional permanent brbcing of the oveeo0 steuctuie Is the responsibility of the building designee. Foe general guidance eegarding fabeloatlon, quality control, storage, delivery, erection and b iocing, consult CST-88 Quality Standard, DSB-80 Bracing Specification, and NIB-01 Handling Installlna and Bracing Recommendation available from Teuss Plate Institute, 583 D'Onohlo Delve, Madison, Wi 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1Va *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c other. cr WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ,; , ; ¢ joint and embed fully. Avoid knots and wane plates from outside edge of o_ d ' at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chordsplices o at /4 panel length(+ 6" from adjacent joint.) cuuBOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, TM PANEL Aerection and installation of trusses. 1993 Mitek Holdings, Inc. P CLIPFORM018, 019 fMR0,4IR Job russ I russ I ype ty y RTUN 14857669 R1732E BG ROOF TRUSS 1 1 Job Reference toptional) s eb 19 2003 MilekIndustries, Inc. a ay age 1-0-0 3-11-13 6-11-0 9.10.3 13-5-0 1-0-0 3-11-13 2-11-3 2-11-3 3.8.13 Scale: 1/2'=1' 4x8 = 4 5.00 F,2 3x4 i 30 5 3 B 2 10 9 8 7 11 3x4 = 2x4 11 3x8 = 2x4 11 3x4 = 3-11-13 6-11-0 9-10-3 r 13-5-0 i t 3-11-13 2-11-3 2-11-3 3-6-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) 0.04 2-9 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.06 9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 71 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-13 oc purlins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1543/0-3-0, 2 =1 155/0-8-0 Max Horz 2=91(load case 4) Max Uplift6=-746(load case 3), 2=-692(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1833, 3-4=-1167, 4-5=-1167, 5-6=-1803 BOT CHORD 2-10 =1628, 9-10 =1628, 8-9 =1628, 7-8 = 1587, 7-11 = 1587, 6-11 = 1587 WEBS 3-9 = 367, 3-8 =-670, 4-8 = 640, 5-8 = -623, 5-7 = 370 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 746 lb uplift at joint 6 and 692 lb uplift at joint 2. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 444.61b down and 371.81b up at 2-7-4, and 444.61b down and 371 .81b up at 11-2-12, and 488.1lb down and 181.7Ib up at 13-3-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4 = -74.0, 4-6 =-74.0, 2-6 =-20.0 Concentrated Loads (Ib) Vert: 6=-488.1 10=-444.6 11=-444.6 Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARMNO - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE Bl"JtR USE. Design valid tot 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 Incorpotatlon of component is iesponslblllty of building designet - not truss designer. Biocing shown is tot loterat support of individual web members only. Addltlonol tempotory btacing to Insure stability during constiuctlon is the responsibility of the erectot. Additional permanent bracing of the ovetall structure is the iesponsiblilty of the building designer. rot general guidance tegarding fabrication, quality control stotage, delivery, election and btactng, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute. 593 D'Onofilo Dilve, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. All J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc: other. J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ;; QX joint and embed fully. Avoid knots and wane from outside edge ofplattruss o d ° at joint locations. truss and vertical web. a d a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from ca, C, C6 panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TOTH E LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM016, 019 HMRO,AZR® Job I russ russ ' ty y 14857670 R1732E C ROOF TRUSS 2 1 Job Reference (optional) TIM 57000s eb 19 2003 Mi ek Industries, Inc. a ay age 4-2-0 8-4-0 I 9-4-0I 1-0-0 4-2-0 4-2-0 1-0-0 Scale = 1:17.1 4x8 = 3 5.00 12 4 2 5 Ig 2x4 = 2x4 = 8 2x4 11 VN 3x8 It 3x8 Ij,4-2 1.2-0 4-2-0 7-0-0 7-2-9 I 8-4-0I 1.2-0 3-0-0 2-10-0 0-2-0 0-11-14 0-2-2 Plate Of sets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.01 6 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 35 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2=464/0-1-8, 4=471/0-4-0 Max Horz 2=-55(load case 5) Max Uplift 2=-215(load case 4), 4=-220(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 14, 2-3 = -475, 3-4 =-477, 4-5 = 14 BOT CHORD 2-6 = 436, 4-6 = 436 WEBS 3-6=81 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 2 and 220 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4. LOAD CASEISI Standard Junaidie Budiman, FL Lic #45 f MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A wA mwo - Ver(fjT design pamm"ers and READ NOTES oN rms AND REVER86 SME BEFORE USE. Design valid lot use only with MRek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. ApplIcabBlfy of design parameters and ptopei Incotpaatbn of component Is iesponslbl0ty of building designet - not truss designet. Bracing shown It fat lateral support of Individual web members only. Additional temporary bracing to Insure stabllIfy duting construction Is the tesponslblllty of the erector. Additional petmonent bid cing of the ovetaB structure Is the tesponslbBlty of the building designet. Foi general guidance tegatding fabrication, quality control, storage, dellveiy, election and btacing, consull QST-88 Quality Standard, OSB-89 Bracing Speelficatlon, and HIB-91 MiTek® Handling Installlna and Bracing Rocommendatlon avollable Isom Truss Plate Institute, 693 D'Onoftb Drlve. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ f- 0 Q 0 For 4 x 2 orientation, locate v 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 MRek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second 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 4e 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 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HMRO,AIR Job russ I russ I ype ty y 14857671 R1732E C5 ROOF TRUSS 1 1 Job Reference (optional) s eb 19 2003 MiTe n ustrles, nc. Wed may age 3.0-0 5-4-0 i 8-4-0 i i 1-0-0 3-0-0 2-4-0 3-0-0 1-0-0 Scale = 1:17.4 4x8 = 4x8 = 3 4 5.00 F12 r 5 2 LJ B Ig 2x4 = 2x4 = 8 7 2x4 11 3x4 = 3x6 11 3x8 11 1-2-0 3-0-0 5.4-0 7.0-0 7i-2-1 1 1-2-0 1.10-0 2-4-0 1-8-0 0.2-0 1-2-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.01 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.02 8 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2=542/0-1-8, 5=552/0-4-0 Max Horz 2=45(load case 4) Max Uplift2=-254(load case 4), 5=-260(load case 5) FORCES Ilb) - First Load Case Only TOP CHORD 1-2 = 14, 2-3 =-796, 3-4 =-733, 4-5 =-789, 5-6 =14 BOT CHORD 2-8 = 729, 7-8 = 743, 5-7 = 718 WEBS 3-8 = 124, 3-7 =-12, 4-7 =129 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 2 and 260 lb uplift at joint 5. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 5. 7) Girder carries hip end with 3-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 70.5Ib down and 44.91b up at 5-4.0, and 70.51b down and 44.9Ib up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-74.0, 3-4=-80.2, 4-6 = -74.0, 2-8 = -20.0, 7-8=-21.7, 5-7 = -20.0 Concentrated Loads (Ib) Vert: 8=-70.5 7=-70.5 Junaidie Budiman, FL Lic #45 f MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid fof use only with Mllek connectors. This design h based only upon parameters shown, and is for an Individual buliding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation at component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblllly of the erector. Additional permanent brbcing of the overall structure is the iesponsibBlty of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consuli OST-88 Quality Standard, DSB-BC Bracing Specification, and MIS-91 MiTek® Handling Installing and Bracing Recommendation ovallable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, w153719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 0 For 4 x 2 orientation, locate plates I/B" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 NMRO,A/R Job rus Truss Type ty y RTON 14857672 R1732E D3 ROOF TRUSS 1 1 Job Reference (o tionaq 5.000 s e I e n ustrles, nc. aa rviay age 3-0-0 2-6.0 3-0-0 6x6 = Scale = 1:17.4 5.00 12 2 6x10 3 3x4 1 3x4 4 1 INF-1:2 8 7 6 5 3x4 = 3x8 = 2x4 II 3-0-0 5-e-0 e-e-0 2x4 II I 3-0-0 2-6-0 3-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Ven(LL) -0.01 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.01 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 5 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min I/defl = 360 Weight: 50lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 2-3 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=466/Mechanical, 5=466/Mechanical Max Horz 8=-500oad case 2) Max UpliftB=-192(load case 2), 5=-192(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = -442, 2-3 = -407, 3-4 = -442, 1-8 = -436, 4-5 = -436 BOT CHORD 7-8=-0, 6-7=407, 5-6=-0 WEBS 2-7=-40, 2-6=0, 3-6=-40, 1-7=442, 4-6=442 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL= 1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 8 and 192 lb uplift at joint 5. 6) Girder carries hip end with 3-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 70.51b down and 44.91b up at 5-6-0, and 70.51b down and 44.91b up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-74.0, 2-3=-80.2, 3-4 = -74.0, 7-8 = -20.0, 6-7=-21.7, 5-6 = -20.0 Concentrated Loads (lb) Vert: 7=-70.5 6=-70.5 Junaidie Budiman, FL Lic #45 ( MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 wARmwG - Verm design parameters and READ NOTES oN TR78 AND RS VERSS SIDE HEMRS USE. iiiiiiiiir e Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for on individual building component to be Installed and loaded vertically. ApplIcabil"y of design parameters and proper Incoipotatlon of component Is iesponsiblltty of building deslgnei - not truss designet. Bracing shown Is for lateral support of Individual web members only. Additlonal fempotory btacing to Insure stability duiing construction is the iesponslblllty of the erector. Additional permanent bracing of the overall structure Is the wsponslbAtty of the building designer. For general guidance tegaiding fobrloatlon, quality control stotoge, dellvety, erection and btactng, consu8 OST-68 Quality Standard, DSB•89 Bracing Specification, and HIB•91 MiTek® Handling tnstalllng and Bracing RecornmendatlonavaUm ablefroTrussPlate Institute. 593 D'Onoftlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,A„ 0 Q 0 For 4 x 2 orientation, locate X plates/a" from outside edge of 0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 1 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® 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. WM TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut -or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 MMMO,A/R Job rus Truss ype ty Y 14857673 R1732E J ROOF TRUSS 20 1 Job ReferencI.nal) Inc.nsetonustrtes, a ay age 7-0-0 i 1-0-0 7-0.0 3 Scale = 1:17.7 5.00 52 2 4 20 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LU n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TU -0.22 1 > 77 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 ILL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical Max Harz 2 = 188(load case 5) Max Uplift 3 = -213(load case 5), 2=-138(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 75 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 161 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - verW design paramstere and READ NOTES ON TWS AND REVERSE SIDE BEFORE um. Design valid tot use only with Mffek connectors. This design Is based only upon parameters shown, and Is lot an individual building component to be Installed and loaded vertloatty. Applicability of design poeametees and proper Incotpotatlon of component Is tesponsRNBty of building designee - not truss designee. Bracing shown Is fa lateral support of Individual web members only. Addltbnol tempoeaty bracing to Insure stabBlty duting consteuctlon Is the tesponsiblllty of the erector. Addltlonol permanent bebcing of the overall structure Is the tesponslbBlty of the building designee. For genetal guidance regarding lobrloatlon, quality control, staage, delivery, etectlon and biocing, consult OST•88 Quality Standard, DSB•89 Bracing Specification. and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohlo 53Delve. Madison, WI719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All Ye„ 0 Q 0 For 4 x 2 orientation, locate plates/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 AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. WOW' AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 GANG-14UL Job rus Truss ype ty y RTON 14857674 R1732E J5 ROOF TRUSS 3 1 Job Reference (o tional) s e r e n ustrres, nc. a ay age 1-0-0 3-0-0 1.041 3-" Scale = 1:9.2 5.00 12 2 1 2x4 = 4 1.0-0 3-0-0 1-0-0 2-0-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) -0.04 2 >340 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.07 1 > 194 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=95/Mechanical, 4=-122/Mechanical, 5=382/0-4-0 Max Horz 5=86(load case 5) Max Uplift 3 = -92(load case 5), 4=-122(load case 1), 5=-200(load case 4) Max Grav 3=95(load case 1), 4=88(load case 4), 5=382(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 = 29 BOT CHORD 2-5=-0, 4-5=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 31 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3, 122 lb uplift at joint 4 and 200 lb uplift at joint 5. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNING - Ver-W design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEPORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for on Individual bu9ding component to be Installed and loaded vert"lly. Applicability of design parameters and proper Incorporation of component is responslblllty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. AddBbnal temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the bul$ding designer. For general guidance regarding fabrication, quality confrol, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installing and Brocing Recommendation available from Truss Plate Institute, 583 D'Ononlo Drive- Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 For 4 x 2 orientation, locate 0 L) plates 1/8" from outside edge of a. truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plaiting format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401:10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko pep AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 oswo w„® HYDRO,O/R O Job russ truss I ype ty y 14857675 DR1732E JG MONO TRUSS 1 1 Job Reference (optional) s eb 19 2003 Mi ek Industrtes, Inc. a ay age 1-0-0 3-9-14 i 1.0-0 3-9-14 3-2-2 2x4 II Scale = 1:19.7 4 5.00 F,2 3x4 3 8 2 Li 2x4 = 7 6 5 2x4 11 3x4 = 3-9-14 7-" 3-9-14 3-2-2 Plate ffsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.12 Vert(TL) -0.02 1 >652 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC ILL Min Well = 360 Weight: 34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except* 4-5 2 X 4 SYP No.2D REACTIONS (lb/size) 2=437/0-1-8, 5=334/0-1-8 Max Horz 2 = 205(load case 4) Max Uplift 2=-249(1oad case 4), 5=-231(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-8=-520, 3-8=-405, 3-4=-55, 4-5=-80 BOT CHORD 2-7 = 428, 6-7 = 428, 5-6 = 428 WEBS 3-6=89, 3-5=-486 NOTES 11 Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 2 and 231 lb uplift at joint 5. 4) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 5. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 37.61b down and 122.71b up at 3-0-0 on top chord and 12.11b down at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (pit) Vert: 2-5=-20.0, 1-4 = -74.0 Concentrated Loads (Ib) Vert: 7 =-12.1 8 =-37.6 Junaidie Budiman, FL Lic #45 f MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AwAii - VerM design parwneten and READ /VOTES ON THIS AND REVERSE SM8 BEFORE USE. Design volld for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. AppOcabillty of design parameters and proper Incoipotallon of component is responslblBty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during conshuctlon is the responslblllly of the erector. Additional permanent brbcing of the overall shuclure is the responslbDlty of the building designer. For general guidance regarding lobrioalion, quality control, stotoge, delNety, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HID-91 MiTek® mHandlingInstallingandBracingRecommendationovallablefroTruss Plate Institute, 583 D'Onohio Drlve, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cc 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS 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. 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 oell, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 MYDRD,A/R O Job russ Truss Type ty y RTON 14857676 R1732E JG4 ROOF TRUSS 2 1 Job Reference to tional) 3 Mi ek Industries, Inc. Wed May age 4x8 = 8 2-2-8 2 I 4-2-8 3 2x4 II r 2-2-8 2-" Scale = 1:8.3 5.00 F12 Ll 2x4 II 4x8 = 5 7 4 2-2.8 4-2-8 2-2.8 2-0.0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) 0.01 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.11 Vert(TL) -0.01 5 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC ILL Min I/deft = 360 Weight: 21 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-8 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 3-4 2 X 4 SYP No.2D REACTIONS (lb/size) 1=332/0-4-0, 4=464/Mechanical Max Horz 1=63(load case 4) Max Uplift =-236(load case 4), 4=-379(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-515, 2-6=-0, 3-6=0, 3-4=-60 BOT CHORD 1-5=437, 5-7=487, 4-7=487 WEBS 2-5=356, 2-4=-556 NOTES 11 Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 1 and 379 Ile uplift at joint 4. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 7.31b down and 76.71b up at 2-2-8, and 40.31b up at 2.9-1 on top chord, and 4.31b down at 2-2-8, and 446.41b down and 347.81b up at 2-8-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0, 2-3=-74.0, 1-4=-20.0 Concentrated Loads (lb) Vert: 2=-7.3 5=-4.3 6=27.9 7=-446.4 Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARNING - Vtr{fy deetyn paramieten and READ NOTES ON THIS AND REWERSE SIDE BEFORE ELSE. Design valid for use only with MITek connectors. Thb design It based only upon parameters shown, and Is for on Individual butlding component to be Installed and loaded vedlaally. ApplicabBlty, of design parameters and proper Incorporation of component Is iesponslbRlty of bu0ding designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent bNcing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation ovallaRio ble fromTrussateInstitute. 583 D'OnohDrive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. pia J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c other. o Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chord splices at'/a length(+ 6"fromuC, C6 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 AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT To RIGHT. practices 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 ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised In handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 HMR0,41R0 Job rus Truss ype ty y 14857677 R1732E K ROOF TRUSS 6 1 Job Reference (optional) s eb 19 2003 Mir ek Industries, Inc. a ay age 5-0-0 1-0-0 5-0-0 3 Scale = 1:13.9 5.00 F12 2 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 >237 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz 2 = 137(load case 5) Max Uplift3 = -1 49(load case 5), 2=-126(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 161 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - VsrM design pasansetsrs and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded verticolly. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erectot. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, eractlon and bracing, consult CST-6E Quality Standard, DSO-89 Bracing Specification, and HIS-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohlo Drive. Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 )i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Lj"4* For 0 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second 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 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at A panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. MM 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 It. 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. FORM019,019 NYDRO,I!/R O Job russ Truss type ty y 14857678 R1732E L ROOF TRUSS 8 1 Job Reference toptional) s ;eb 19 2003 Mi ek Industries, Inc. Wed May age 3-0.0 1-0-0 3-0-0 Scale = 1:9.2 n q 6 5.00 12 0 N 2 1 2X41>< = a 1-0-0 I 3-0-0 I 1-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) -0.05 2 > 298 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.09 1 > 143 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3=95/Mechanical, 4=-162/Mechanical, 5=422/0-8-0 Max Horz 5=86(load case 5) Max Uplift 3=-92(load case 5), 4=-162(load case 1), 5=-225(1oad case 4) Max Grav 3=95(load case 1), 4= 109(load case 4), 5=422(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1.2=28, 2-3=29 BOT CHORD 2-5=0, 4-5=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3, 162 lb uplift at joint 4 and 225 lb uplift at joint 5. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 verM design pasamsters and READ NOTES ON TKTS AND REVERSE SIDE BEFORE USE. WMNW(; Design valid tot use only with MRek connectors. This design b based only upon parameters shown, and Is tot an Individual bu0ding component to be installed and loaded vertically. Applicability of design parameters and ptopet Incorporation of component is tesponsiblllty of bu9ding designer - not truss deslgnet. Bracing shown Is tot loteral support of Individual web membets only. Additional temporary btacing to Insure stability during condtuctlon Is the responsibility of the erector. Additional permanent btacing of the ovetaB structure Is the responsibility of the building desdgnet. Fot general guidance regarding fabtkation, quality control stotoge, delivery, etection and btacing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation ovallable from Truss Plate Insfltute, 5S3 D'Onofrb Dtive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1314 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 0 For 4 x 2 orientation, locate v plates/a" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TMPI PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYDRO -AIR® Job russ Truss Type ty y RTON 14857679 R1732E L1 ROOF TRUSS 2 1 Job Reference (optional) s ;eb 19 2003 Mi ek Industries, Inc. Wed May age 2-11-8 1-0-8 2-1143 3 Scale = 1:14.0 5.00 12 30 2 1 4 i 2x4 II 2.11-8 3x4 =1 2-11.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 3 =81 /Mechanical, 5 = 243/0-7-8, 4 = 28/Mechanical Max Horz 5 = 129(load case 4) Max Uplift 3 = -83(load case 5), 5=-67(load case 4), 4=-32(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = 23, 2-5 = -215 BOT CHORD 4-5=-0 WEBS 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; end vertical left exposed;Lumber DOL= 1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3, 67 lb uplift at joint 5 and 32 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARNINO - VerW design paranseten and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid lot use only with MBek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and boded vertically. AppBcabMy of design parameters and ptopet Incotpaafbn of component is iesponslbMy of building designer - not huss designer. Btacing shown is tot lateral support of individual web membets only. Additional temporary bracing to Insure dabWty during construction is the tesponslblllty of the erector. Additional permanent btbcdnp of the overall structure is the iesponslbillty of the buliddng designer. Fat genetol guidance tegatding fabtioatbn, quality control. storage, dellveiy, election and btacing, consu8 QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendalionavaprn M ablehoTrussateInstitute, 593 D'Onohio DrNe, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBSNJ5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate ojoint and embed fully. Avoid knots and wane plates/a" from outside edge of o. o_ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords IlcesPuatI/4 length(+ 6" fromC, 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 AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MlTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, T~ PA erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIPNEL FORM018. 019 MWRMAIaO Job rus Truss ype ty y RTON 14857680 R1732E 1-2-1 ROOF TRUSS 1 1 Job Reference (optional) Reference s e t o n Inc. Wed may age 2-1-8 2-t-8 Scale = 1:8.3 5.00 F,2 1 3 3.4 2-1.8 2-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.05 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.00 1 > 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 I/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-1-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 1 = 91 /0-3-0, 2 = 72/Mechanical, 3 = 19/Mechanical Max Horz 1=66(1oad case 5) Max Uplift =-24(load case 5), 2=-69(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL = 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 1 and 69 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 161 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 VerW design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. WARNING Design valid for use only with MITek connectors. This design Is based only upon parameter shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incotpotatbn of component Is tesponslbillty of building designer - not truss designer. Bracing shown Is lot btetal support of Individual web member only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional paimanent brbcing of the overa0 structure Is the tesponslb0lty of the buBtllrp designer. For general guidance regatding lobtbatbn, quality control sloiage, dellvery, erection and bracing, consulf CST-88 Quality Standard, DSB-89 Bracing Specification. and HIS-91 Handllna Installlna and Bracing Recommendation ovolbb mbfroTrussPlate Institute, 593 D'Onofrb Dttve. Madison, WI53719. 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 Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachuc other, o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate O ;, , Q joint and embed fully. Avoid knots and wane from outside edge of o_ d at joint locations. trussplatesatrussandd vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from uC, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mitek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016. 019 o. -wad ® HYDRO -AIR Job rus Truss Type ty y RTON 14857681 R1732E 1-2-6 ROOF TRUSS 1 1 Job Reference to tional) s eb 19 2003 Mi ek Industries, nc. a ay age 1-0-0 2. 1-8 t-0-0 2-0.8 Scale = 1:8.3 5.00 12 2 1 4 2-6A 2-6-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) We n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (lb/size) 3 = 46/Mechanical, 2=237/0-8-0, 4 = 2 1 /Mechanical Max Horz 2 = 74(load case 5) Max Uplift3 = -67(load case 5), 2=-123(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-50 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 3 and 123 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNING - VerW design parasnsters and RBAD NOTES ON TMS AND RBVERSE SIDE BEFORE USE. Design valid for use only with MHek connectors. This design Is based only upon parameters shown, and b for on Individual bueding component to be Installed and loaded vertically. AppOcobtlty of design parameters and proper Incorporation of component Is responsiblMy of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stablllty during construction Is the responsibility of the erector. Additional permanent bihcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consulf QST•88 Quality Standard, DSB•BV Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI6371 V. 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 C Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 O continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko I AN FORM016,019 -` 0 PfMR0,4ZR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job rus Truss Type ty y 14857682 R1732E M ROOF TRUSS 16 1 Job Reference to tional) s e i e n ustries, Inc. Wed may age 3 1-0-0 1-0-0 Scale = 1:5.5 5.00 12 2 1 4 1-0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = - 1 7/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical Max Horz 2=45(load case 4) Max Uplift3=-21(load case 5), 2=-117(1oad case 4) Max Grav 3=26(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNINO - Virtfy design parameters and R&W NOTES ON TWS AND REVERSE SIDE BEFORL USE. Design valid for use only with MITek connectors. This design b based only upon parameters shown, and Is tot on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslbBlty of building designer - not huss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building deslgnet. Fot genetal guidance tegaiding lobrkotbn, quality control, storage, delivery, election and bioctng, consult CST-8e Quality Standard, OSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available Isom Plateate Institute. 583 D'Onofrlo Dilve, Madison, WI5371 V. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachwc other. o a: WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 , L Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a 0 at joint locations. truss and vertical web. o a o 4, Unless otherwise noted, locate chord splices at 1/4 length(+ 6" fromcuC, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO THE LEFT. is the responsibility of truss fabricator. GeneralPtY WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 1 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 No-H.a M!QQ A® Job russ Truss Type ty y RTON 14857683 R1732E M1 ROOF TRUSS 2 1 Job Reference (o tional) TIM 5.0 s eb 19 2003 _ in ek Industnei, Inc. Wed May age 1-0-8 0-11-8i 1." 0-11-8 5.00 12 2x4 11 Scale = 1:10.4 2 1 BLDR. TO ENSURE CONN. TO RESIST HOR. MOVEMENT IS PROVIDED. 4 r i 0.11-8 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.00 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 0-11-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 3 =-31 /Mechanical, 5 = 201 /0-7-8, 4 = -3/Mechanical Max Horz 5=48(load case 4) Max Uplift3 = -35(load case 5), 5=-72(load case 4), 4=-23(load case 4) Max Grav 3 = 5(Ioad case 4), 5 = 201(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-35, 2-5=-182 BOT CHORD 4-5=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; end vertical left exposed;Lumber DOL=1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 Ib uplift at joint 3, 72 lb uplift at joint 5 and 23 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO. 63017 FL Cert.#6634 K WARNING - Ver(jy design parameters and READ NOTES oNTHl3 AND REVER.4E SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vetiloalty. Applicability of design parameters and proper Incorporation of component Is tesponslblBty of building designer • not truss deslgnet. Bracing shown is tot lateral support of individual web members only. Additional temporary bracing to Insure stablllty during construction Is the responslbllity of the etectot. Additional permanent brbcing of the overall structure Is the responsibility of the building deslgnet. For general guidance tegarding fabrication, quality control, storage, delivery, erectlon and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installing and Bracing ReoomPl mendallonavailablefromTrussateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against each c2 a other. O WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ¢ v `` ; ' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromceC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, j~ PA11NEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 oAHo-un ® HMR0,4ZRO ob Truss Truss Type Qty Ply HORTON 14857684 R1732E S ROOF TRUSS 3 1 optional) ACCU-SPAN-DH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Thu May 08 08:02:31 2003 Page 1 1-5-0 5-3.5 1 9.10-13l1 1-5-0 5-3.5 4.7.8 4scale. t:1Bb la 3 54 12 3.4 i 3 b 2 8 2a4 II 7 B 5 3.4 = 2.4 = 5-3-5 9.10.13 5-3-5 1 4-7-8 LOADING (psi) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deFl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-3-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz2=232(load case 2) Max Uplift4=-263(load case 5), 2=-210(load case 2), 5=-129(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4=64 BOT CHORD 2-7=1001, 6-7=1001, 5-6=0 WEBS 3-7=166, 3-6=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 263 lb uplift at joint 4, 210 lb uplift at joint 2 and 129 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plo Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, FL Lic #45 1 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. soninenie Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding lobrlcatbn, quality conlioL storage, delivery, election and bracing, consult OST-88 Quality Standard, 0SB-89 Bracing Specification, and HIB-91 MiTek® Handling lmtolldnq and Bracing RecommwWatlon available from Truss Rate Institute. 583 D'Onofrb Drive, Madison. WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC7Gother, Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ' _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" fromC, U panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead toad deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 Nab ® HMRO,AZRO Job Truss Truss Type Qty Ply HORTON 14857685 R1732E S1 ROOFTRUSS 2 1 optional) ACCU-SPAN-OH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Thu May 08 08:02:53 2003 Page 1 1-5-0 4-2-15 1-5.0 4-2-15 Sw 9.2 3.54 12 2 2A = 5 4 1.7.13 2-1-7 1 4-2-15 1-7.13 0-5-11 2-1-7 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) -0.17 2 >146 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.30 1 >58 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.06 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 15lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=91/Mechanical, 4=-172/Mechanical, 5=398/0-11-5 Max Horz5=46(load case 3) Max Uplift3=-78(load case 5), 4=-172(load case 1), 5=-253(load case 2) Max Grav 3=91 (load case 1), 4=129(load case 2), 5=398(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=17 BOT CHORD 2-5=-0, 4-5=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 3, 172 lb uplift at joint 4 and 253 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plo Vert: 2=-0.0-to-3=-78.5, 2=0.0-to-4=-21.2 Junaidie Budiman, FL Lic #45 1 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 MM'awabi A WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek conneclors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllly of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-8e Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Rate Institute. 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property W securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2aother. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ;, ,; Q joint and embed fully. Avoid knots and wane from outside edge ofplattruss U O a. 0 ° V at joint locations. truss and vertical web. a d a o 4. Unless otherwise noted, locate chordsplices I/ 4 atpanel length(+ 6" from adjacent joint.) ceBOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401unless 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 BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 HMR0,4IRO i Job rus I russ type ty y RTO 14857686 R1732E S2 ROOF TRUSS 1 1 Job Reference to tional) ACCD=SP- NG s e I e c n ustr1es, nc. a a age 1-5-0 4-2-15 1-5-0 4-2-15 1:9.5 3.54 12 2 a N 5 1 4 W = 4-2-15 i 4.2.15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.05 1 > 399 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. SOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 75/Mechanical, 2=213/0-11-5, 4 = 28/Mechanical Max Harz 2=45(load case 3) Max Uplift3=-76(load case 5), 2=-980oad case 2) FORCES 01b) - First Load Case Only TOP CHORD 1-5 = 24, 2-5 = 24, 2-3 = -27 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 3 and 98 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-5 = -74.0 Trapezoidal Loads (plf) Vert: 5=-0.0-to-3=-78.5, 2=-1.7-to-4=-21.2 Junaidie Budiman, FL Lic #45 1 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 MzI A WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Appllcablllty of design parameters and proper Incorporotlon of component is responsibility of building deslgnet - not truss deslonet. Bracing shown is tot Iotetal support of Individual web membets only. Additional tempotaty bracing to Insute stability during construction is the responsJblllly of the erectot. Additional permanent brbcing of the overall structure is the tesponslbUlty of the building deslgnet. For genetol guidance regarding tobrkotlon, quality control, storage, delNety, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onolrlo DrNe, Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. a J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to beat tightly against eachuc other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz 6 , 3 ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o_ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP1/4at panel length(' 6" from adjacent joint.) C, c6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 1 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, II PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 HyDRO,A/R 4 l o rus Truss Type ty y RTON 14857687 R1732E S3 ROOF TRUSS 2 1 Job Reference (optional) s e i ek Industries,nea ayy0T6S4-4:56-2003—Page 1-5.11 4-2-3 31-5-11 4-2-3 Scale = 1:14.0 3.54 f12 3x4 2 t 9 N 4 3x4 = F2x4 II 4-2-3 i 4.2-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.18 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.05 1 >419 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 3 = 79/Mechanical, 5 = 217/0-10-10, 4 = 27/Mechanical Max Horz 5=94(load case 3) Max Uplift3=-73(load case 5), 5=-92(load case 2), 4=-8(load case 3) FORCES 0b) - First Load Case Only TOP CHORD 1-2=35, 2-3=-23, 2-5=-203 BOT CHORD 4-5=0 WEBS 2-4=-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ; end vertical left exposed;Lumber DOL= 1.33 plate grip DOL = 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3, 92 lb uplift at joint 5 and 8 lb uplift at joint 4. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1 .33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-2 = -74.0 Trapezoidal Loads (plf) Vert: 2=-2.7-to-3=-77.4, 5=0.0-to-4=-20.9 Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 rK A WARNING - Verify design parameter* and READ NOTES ONTHZS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and is lot an Individual building component to be installed and loaded vertically. Applicability of design parametets and ptopet Incorporation of component Is tesponsiblllty of building deslgnei - not puss designet. Btacing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability duting construction Is the tesponsdblllty of the erector. Additional petmanent bracdng of the ovetaB structure Is the tesponsdbBity of the building designer. For genetal guidance iegaiding lobrkation, quality control. stotage, delivery, etection and bracing, consult OST-88 Quality Standard, DSB-BV Bracing Specification, and HIB-VI Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onotrb Drlve, Madison, WI53719. 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 T 0 0 For 4 x 2 orientation, locate plates I/B" from outside edge of a0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TN PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM01 B4O19 O IfMRO,A/R O Job rus Truss ype ty y 14857688 DR1732E S4 ROOF TRUSS 2 1 Job Reference (o tional) s e I e n ustrles, nc. a ay age 1-5-0 3.7-2 3 1-5-0 3-7.2 8.3 3.54 Fl2 2 5 4 3.7-2 372 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.05 1 > 420 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-7-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 38/Mechanical, 2=198/0-11-5, 4 = 20/Mechanical Max Horz 2=33(load case 2) Max Uplift 3 = -50(load case 5), 2=-102(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-5 = 24, 2-5 = 24, 2-3 = -25 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3 and 102 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-5 = -74.0 Trapezoidal Loads (plf) Vert: 5=0.0•to-3=-66.5, 2=•1.7-to-4=-18.0 Junaidie Budiman, FL Lic #45 f MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 1 K A WARMNO - Ver(fy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design b based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded verticalty. Applicobillty of design parameters and proper Incotporallan of component Is tesponslbillty of building deslgner - not truss deslgner. Bracing shown Is for lateral support of Individual web members only. Additional tempototy bracing to Insure stability during construction Is the responsibility of the etector. Additional permanent btacing of the overall structure Is the tesponslblllty of the building deslgnet. For general guidance regarding labrkation, quality control, storage, deltvety, erection and bracing, consult OST-BB Quality Standard, DSO.99 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendallon available trom Truss Rote Institute, 5a3 D'Onofrb Drive. Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q 0 For 4 x 2 orientation, locate v plotes 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA iCB 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® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. as 4. Unless 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 CLIP FORM018,019 fMRO,AIR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. a a • 4 3-0-0 13-6-0 BRG. IN ENTRY L Y 10-4-0 I 8-6-0 ' 111-11 " — Y —11 J1— v P1\ 010: ALL BEARING WALLS TO BE PLACED Imo;_ 1 PLY HGR. VCTICE! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. 11,11 fa, 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVERMANGS1 LWALLS SHOWN ARE TO BE BEARING_. - A d 3 PLY HGR. 1 SIGNED APPROVALX- I JOB NUMBER: DR1732E DATE: 3-6-01 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 5' H: 12" L407-321-1440 BY: T.H JOB NAME: 1732 "E" ELEV. BRG: BLOCK PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 82, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 82 CONTAINS 5507 SQUARE FEET t THIS STRUCTURE CONTAINS 7.180 SQUARE FEET t TOTAL CONCRETE 523 SO. FT. t TOTAL SOD 2804 SO. FT. t r' t. v GRAPHIC SCALE 0 15 30 PRM SOUTHWEST CORNER OF LOT 80 3 iiPam! TRACT "E" WETLAND TRACT 'B" 50.00' OPEN -AREA ----------------_ ---- S89'35'18"E N89'35'18'W_ LOT 81 POINT ON N89'35'18*W PLAT BOUNDARY K CENTERLINE OF RIGHT OF WAY BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MLW: 50' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. iIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES NLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF iE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTIONSTFORCONSTRUCTION. 1 BUILDING SET BACK LINES SHOWN HEREON IS PER DATA JRNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES NLY. 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 SUQJECKTjP.R EPERTY AP.P_E S TO UE IN Z0NE{A. AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 82 AS BEING S89'35'18" E PER PLAT. FIELD DATE:) SCALE: 1 = 30 FEET APPROVED BY: SJ JOB N0. ASM41858 DRAWN BY: REVISED: 20' ENVIRONMENTAL CONTROL I EASEMENT cOi Fro-LOT 82 N ATIO• DRAINAGE TYPE 8 40.00' O 40.00' UJI O O O O O O Z PROPOSED I i MODEL 1732 FINISHED FLOOR , ELEVATION- 29.0 55.00. COVERED ENTRANCE 8500' 5. 0' N-------------- IV UTILITY EASEME'NT'-' N89' 35'18"W 50. 00' O r•- a -'- LOT 83 O O O O O O N y PC 362. 88' APPALOOSA COURT TRACT " A" 50' RIGHT OF WAY PLMIS ". 1MEWED CITY OF SANF-CRD LEGEND BUILDING SETBACK LINE CENTERUNE RIGHT OF WAY LINE PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED CALC) CALCULATED FFNN0 FOUND C/ W CONCRETE WALK S/ W SIDEWALK 1 CONCRETE PAD PETBOOKNCRAL pPLAATT GRADE SO. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 I DrsrnvTION 7-24-03 J& 320 EAST SOUTH STREET, SUITE 180 ORUWDO. FLORIDA PLAN 5-23-03 SOO 32801- (407) 426-7979 MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/ W RIGHT-OF-WAY ORB 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. I_` , ' 03 FOR THE FIRM R. USCA LLO JR. P Mp 928 DATE 1 CONCRETE OR CAULK.. BEIVEEN Pv ONE Br v000 MASONRY OPE-1-c VOOD SLICK 6 (PUCK v1Din) BUCK BY OTHERS / NAS'r. OPENING INSTALLATION ANCHOR6rOTHERSg- OTHER.: ONE 91 vppD 3/16' CIA. TAPCON CAULK BE TvEEN BUCK BY OTHERS vfNDOV , I A E ^ \' L VOOD BUCK.. 1-!/a• nIN. a 0• / SNfn a RCO'0. A EMBEDMENT 1/a• Max. RIGID (SEAL (SEE NOTES) GLAZING BEAD INSTALLATION ANCHOR. (1YP.) 3/16' 01A. TAPCON STUCCO J SHin AS R£0'D. BY OTHERS 1/4 K GLASS PERIMETER (SEE NOTES) (TYP.)(SEE NOTES) . CAULK _ SY.OTHERS FLANGE TYPE IFLANGETYPEVINDOVFRANC / V(NDOv rRAME. •1AH9 CAULK SCTvEEN HEADER VINDOv FLANGE RIGID VINYL IL VOOD BUCK PERIMETER GLAZING BEAD CAULK TYP.) GLASS BY OTHERS Dpv (TAP.) (SEE NOTES) v.V. 1GH I) (VINDOv vIDTH) EH. SUCK CAULK BETvEEN EA(1LK 6C TvEEN vINDOv Hr IGHT) VOOD BUCK L FLANGE L PRECAST SILL M.SSOTHIERENING v/ vULKEM 116 AOH£SivE - By OTHERS CAULK. OR APR D. COL. SECTION B-e BY ITHERS c 0 I o rLANGE TYPE PERDLTER /'' VINDOv FRAME CONCRETE OR CAULK / SILL MASONRY OPENING BY OTHERS / BY GikE P.S f Al a W.4/. - ECAST SELLBrOTHERSJAr-, SECTION 9A-A ` el CNZS.' 1) SHIM AS REO•D. AT EACH I7)STALLATION ANCHOR. MAX ALLOw.:°I_: - I lE SHIN STACK 10 BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. - S) INSTALLATION ANChOP. MUST 8E OF SUFFICIENT tin. TO AC-IEVE- MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. Yti5..ra) USE SIUCONIZED ACRYLIC CAULK BEHIND w1NDOw FLANGE +: HE. p 4 1 , 1< JAMBS. SILL MUST BE ATTACHED TO THE SU35TRATE Wliy J U Kp Q r VULKEM 116 ADHESUE CAULK OR APPROVED EOOAL. 5) USE SIUCONQEO ACRYLIC CAULK FOP. PERIMETER SEAL ARCCNG ExTEP:GR OF mNpOw FLANGE. r - G 1 6) IF ExACi Y NDNI SIZE IS NOT LIST-O IN ANCHOR CHART, USE ANCHOF. CVANTITY LISiEO W1Th NExi LARGER SIZE. FOP. 7-' (LL APPRO RICK DESIGN PHEiiF. UREEOT• T 7) CLASS -ICKNE$i MAY VAF.'l PER inE REOL'IP. E.uENiSJi }jiM L \ E1300GL.s$ CHARTS 6) LETTER CESiCNAT10NS ON THE TAPCON .OrA 2:0N C,Aai 17101E"E WHERE iA-CON ANCHORS ARE TO 2E INiT+L'_EC WHEN Ui.;- 7. - ExTER10= ELEVATION AS A KEY I S) ALL FACT AY +?PLIED HOLES NOT GESIUTATE:J FOR i0.-CCTV l(7/ ANCHORSHOULDBEFIL1r0wlihfa $02Ewr_ r.: TO PROv:CE MIN IN ryP 0 t`O6UCK. , - S EJuEN7 wT. wr I I / 10) FLORIOA EaTAuOERS )5,0 4=IE, nNC:.E .:,,;:.r )c <Hrpva : 15 I11\//IIV PRINTA'_SC APP•_IEi 70 ,r_ FLOP.:OA E(iRC`:Eii ;-M •.' / f.` I I ` J I\I SE-1ES i:NGLE Hu,,C - _ I \J t li) WHERE •.YI\(•.Y I: IN - .. .. ,= .- :`,f, 4 J TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD TIONS LOClF. CF.C.H.1IN JAMB SIZE SIZE 3oP3 ro ao, AI.3: TO 70Psr 30PV c0.sr a1Av TO 70,v 12 111/a , 15 B e G F,c 13 Ie In x 37 3/e 6 6 F.c HIa /a + .9 5/1 B 8 F.c 145 10 1/3 a 5s 1p B e F.c 15 1E 1/E 61 6 8 F,c 16to1/e , 7t 8 B F,G.Mi 11IaIa . E3 F,G,J.K In2 25 1/1a 25 B e IM3 25 1/2 x 37 3/E 6 8 F,0Iha751/1 x 49 S/a B B F,c,NI IH45251/2 . 55 /. 8 6 F,0.H1 IHS 25 1/2 x 61 6 8 F,c,hl IM6251/2 x 71 8 B F,G Nl1.7 15 I/1 x e] 8 6 F.K F.G.i., 32 1/3 • 25 19 I/1 , 75 6 J0 1/ . X 3/8 29 1/2 x 37 3/a B e F. F,c 30 1/2 . 50 5/a 29 1/2 x 49 5/8 8 e F.c Ml30 I/1 56 1/a 29 112 x 55 1/. 6 6 F,G,H) 30 I/2 63 29 I/2 X 52 8 6 F,O,hI30 1/1 71 29 I/2 x 71 6 5 Fl F,G.Hi)D t 1 Ea 14 1/2 A E] E 8 f,.K f,c,l,K 36 x 25 0 23 e . S: J/e B a F.6 F.02• 5 Ja , 55 V• B e F.c r.cHl 25 36 x 62 6 B F,C.H.1 F,C1(1 16 36 , 71 g 8 F.G.ha O.E.r.Grl27 36 x e3 E B F.c.JX F-G.H.u.K al x 25 c r,t, 2 X )/E 1 a J) 3/4 8 e F,G f,c,n,1 S0 5/6 F,Gr.c.hl 2 56 1/. u [ 55 1/. 8 E F.G/11 F,GH., a1 63 u x 61 B 6 F.C.H.1 O.E.F,Gnj 2 72 1 x 71 g B F,Qh.1 O.E.F.c,ila2 6- t x 63 F.G.I.K fcn!aK a . 26 a7 x 25 B G r u E X S/J 7 1 p 3/- a A. .0 F,L F,G H. W 50 5/5 7 . 19 5/3 8 A. r r,G F,. So 1/. 7 , 55 1/. A.0 F.G,h ! F.C.H.c .I 53 7 , 62 B A.0 F.G.H! D,E.F.c,.r,1 e 72 7 x 71 8 A.0F.G.N.! 0 E.F.G,h! 7 . 83 P i r F v F I 32 51 1/3 . 25 a A.0 r.G F.0 33 51 1/e A 3) 3/e A,C G r,G.H! 3 52 1/. i .9 3/e a A.0 F,G n It0l. f.c.mj F, G h! 3. 5 52 1/! x 55 1/. B A r F,L M.1O.EF.C,H,I 35 52 1/a x 67 6 A-C F,G,n,1O.E.F,GnI 3b 52 1/e . 71 a A.0 F.G.M! 37 52 1/5 . e3 aC F.G.JY.E.F J.ZJK SIC. 1,01, 11A1L}2LE 1E 1000 OR I:CO SEFIES FLORIDA ATINAL. INC EXTRUDERSIaNIOP,DOFLOPIDA 1 J TITLE TEST 'i:LIN [-:-' n cr,1 yUr;E• _ - r:'_:: - S=E =S 000 . i:01] 000 J. PPPOVED S : DIY'. L_\tJrll.= 1' MINM6C6(i SHEATHING BY OTHERS IB INSTALLATION ANCHOR SCREv EXTERIOR FINISH BY OTHERS PCRIMETER CAULK BY OTHERS FIN FRAME HEADER vIN90v ME I EXTERIOR PCQIMETCRa, OTHERS CAULX ExTE RIOR FINISH BY OTHERS 9 INSTALLATION ANCNOR SCREv (TYP.) SHEATHING B* GTHERS 1/(• MAT. 28 INSTALLATION SHIM SPACC ANCHOR SCREv (trP.) CAULK BEHIND FIN SHIM AS REO'D, Tv0 BY FRAMING OTHER$ TvO BY BUILD DOvN BY OTHERS SEE 10 CS) 1 CAULK BEHIND FIN FUN FRAME JAMB NOTES' SHIM AS RCO'D. 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING cSEE NOTES) SHIM, MAX. ALLOWABLE SHIw STACK TO BE t/A'. GLAZING (TiP, 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) I/V MAX 3) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN At HEAD, SILL k JAMBS. F . M S„C( A) USE SILKONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF EMBC9CKI 77'WINDOWr FRAME. OF A$TM CLASS5) GLASS THICKNESS MAY VARY PER THE RELATING OUALCHART$, SINGLE GLAZING K SHOWN_ INSULATING GLASS IS ALSO OUALIFIEO. CLASS SHEATHING 6) SCREW ANCHORS AT HEAD, SILL k JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT BY OTHERS Lin. TO PROv10E MIN. I IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE 18 SCREW ANCHORS 6' FROM CORNERS AND 24' O.C. MAX. EXTERIOR 7) BUILD DOWN AROUND CURvED PRTION OF wINDOw FRAME TO BE ENGINEERED BY EXTERIOR FINISHOTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY BY OTHERSTRANSFERLOADFROMWINDOWTOTHESTRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &, 2000 SERIES. vIMAv vIDTM PCP,INCTCR CAULK 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF BY OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TYP. SEE NOTES) FIN FRAME SILL SHIM AS REO'D.— SEE NOTES) SEC i 0'."; S-A. T L SHIN SPACE EXTERIOR ELEVATION I'JD 3Y F=aM,NG 3) DIHERS J ,z. i CAULK B[H:ND FIN GE'z 5- # 2 2002 EXTERIOR ELEVATION NTERNA71ONAL. INCFLORMAEXTRUDERSISANFORD, FLORIDA TITLE: FIN INSTALLATION (DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERI=S DRAWN Br: BB , APPROVED BY: DATE:02/14/02 ISC.ALE i•IT j IDwG : FLEX0037 ONE BY BUCK BY OTHERS CAULK BCTVEEN VINDOV - FLANGE L SMEATMIMG PLYvODD (TYPJ BY OTHERS EXTERIOR FIOSH BY OTHERS PERINETER CAULK BY OTHERS / vINDOV FRAME J HEAD WINDOW EXTERIOR VINDOV FRANC - SILL PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR 10 SCREV BUCK VIDTH BUILD DOVN IBYOTHERSNTVOBYFRAMINGALSOSLLLIES1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. . BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. 1-3/8' MIN 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTM. TO ACHEVE SHIM AS REO'D EMBEDMENT MIN. EMBEDMENT OF 1-1/4' MID MASONRY OR CONCRETE. /10 INSTALLATION ' (SEE MOTCS) SCREWS AT MEAD & JAM8S MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- Ulm. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED. , INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN. O.C. MAR. - ... N. ... .. VINDOV FRANC - t•.+ 4) USE SIUCONRED ACRMPC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL & JAMBS. JAMB . S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEA. AROUND EXTERIOR OF :<;,'r;' (h WINDOW FLANGE. GLAZING <irP r \ r1/4' MAX. 6) GLASS THICKNESS MAY VARY PER THE• WE100 CLASS ESE NOTES) you SPACE CHARTS. SINGLE GLAZING IS SH D*fK INSULATING GLASS IS ALSO lklAL6(ED. `Y a J- 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 WINDOW TO THE STRUCTURE. ' 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALW APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF SHIM AS R£O'D THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK SEE NOTES) CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS SERIES OESIGNER FIRED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINDOV VIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TYP. SEE NOTES) SHIM AS REO'D SEE NOTES) CAULK BCTVEEN — - d VINDOV FLANGELONE BY VOGD BUCK CAULK BCTVEEN VOOD BLOCK L MA SOWY OPENINGBy OTHERS CO CRETE OR ]EC 110i I'•I A —A BY OTHERS BUCK HEIGHT Ls1/4 UAX EXTERIOR ELEVATION G CENTRAL FLORIDA 13.0.A.F. Er3CDuENi p{vp g. y NAME: ONE BYVOODK'l.A Y QJRER 1\d91F E: BUCK 6N Gi!ERS Y I r „A `, TER ME # { INS TALLc:l3: ANCHOR - C. -nn g. EMBEOMENI 1/ i MAX. SHIN SPACE CAULK BEIVEEN TVO BY BUCK . L.CD' ERETE BY OTHERS INSTALLATION AH1pOR .' PTO SCREV •:. Yjc....A, :-.: CAIXJC Y8CIKEN:. fLAMGC f L YNOOD, BUCHC d d 57... y.. J77 'c. (4 A•. COMCREtCOR MAS° mr' Br. oTMERs EXTERIOR FINISH SECTION B- B By OTHERS WINDOW MOTH, . A w WYNpOw A EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL, INC SANFORD. FLORIDATITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER, FIXED VINI10V 1000, 1750, & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/ 12/02 SCALE: NT3 JDWG.: FLEX0036 INSTALLATION ANCHOR '— DOOR WIDTH SHIN AS RE'O'O -8 SCREW SHEATHING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE TWO 6r WOOD SLIDING GLASS L SHEATHING BY OTHERS DOOR FRAME JAMS F SHIM SPACE I-I/8' MiN. EMBEDMENT STUCCO EIR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS Li Lj `— TEMPERED GLASS (TYP.) w DOOR HEIGHT lCIA u2ER _ . la4 +ul• SLIDING GLASS DOOR. FRAME SILL TEMPERED GLASS T YP.) nA K. ]nln ]r..tt TWO BY WOOD 1-1/6 MIN. /— BY OTHERS SLIDING GLASS DOOR SHiM AS REO'D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR BB SCREW CAULK BETWEEN OOP. FLANGE t SHEATHING PERIMETER L \-- SHEATHING \ CAULK BY BY OTHERS TEMPERED GLASS OTHERS STUCCOSTUCC (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B INS: ALIAiION ANCHOR 2 SCREW TWO By WOOD BY OTHERS CAULK BETWEEN HOOK STRIP L S.HEA THING SHEATHING — BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1-1/8• MIM. EMBEDMENT tdT: " U DOOR . TC21AL- ALUMINUM ALLOT 64632119INSTALLATIONSCREVS "JSI 9E Or SUrrICIEMT LENGTH TO ACHIEVE NIM CMIEDNENT Or 1-116" INTO VOOO TAPCON TYPE INSTALLATION AK.URS AT SILL MIT EC Or SLfTIC1ENT LENGTH TO ACHIEVE HIM. ENBCDK.l 6 1-1/.' INTO NASOMRT ER CO.CRErL 1 INSTALLATION AeGHCR CHART ON BACK Of THIS SHEET. 1 USE SILICONIZC'J ACRYLIC CVAK BEHIND DOCK FLAK.i AI <AD L Y-M9S. S) USE I LICCHIZED ACRYLIC CAULK COR PCRINErCR SEA, ARO—o C. fERIUR Or o=6 6) IT ENACT DOOR SIZE IS HUT LISTED IN AH4UR CHART. USE ANCHOR OUANTIrT LISTED VIIN NC.f LARGER SIZE, ECR THE A PR RIAIC III: PRCSSURE REO'O 7) TOR POCKCr DOE, SIZES USE CLOSEST IYPASS DOOR SIZE L CONTICURAITON TO TDOSNGD CPCNI 4 RACE INS IALLAY 10. A.<GRi. IN TRENT OT M(W. STRIP AS SWVN. B1 GLASS YHICKNESS .uY WARY PER RE0.1REMENTS O• AKTn C1700 GLASS CHARTS 91 DOOR U NIT IS APPROVED USING rENPEPCO GLASS IN SINGLE GLAZED OR INSLLATIK GLASS. 101 IAMB SILL CORNERS ARE TO 9E SEALED WITH A SMALL JOINT SCAN SEALS? III Snln A/ S 4£0'D +IA, SET CT INSTALLATION A..CiCRS. MAX. A,LDWABLC Snin STACa TO 121 ALL INSTALLATION AMCM]:S nusr BE N.+OC CT CRROSIOM RESISTANT ..+TE':ALS I], V.CRE '.' RCPRETENYS NOWIMG PANEL -0 V' RCP4CTCNrS CIAED PAML ARPROvED AlONEIEURAr1ONS ARE A- L:STCO ON AH<16P CM?Rt O. 9+CK OT THIS S.CEi 1 / C E X T E P I V E L E ` ri ION 1.1 1U1 ALL CEIr 1"IIION-. LISrEO A2UWE +RE S/JVN DN fMl-a DRAV;MG. NOVEVS9 INSTALLATION j EM2_pnEN: SEC r10n: 'A A'. '9-9' L 1GTK SI2IP DET+;L APPLT i0 InSTALLAFIEM Or ALL APPROVED D i/ i _ CDHf IGURA r10NS. J L MIN, ISl TLOR DA E.TRUDE?S 1000 SEQIE: SLICING U_ASS DmR IS SWUM In1S PRINT ALSO APP ICS TO2PANELDOORSHOWN2COpSCRIES —0 S00 SERI'S L n • / I. 1 .. D D I IBERALLY APPLT 1 CAULKING. UNDER SILL OR SET SILL IN Bra OF CaNCRET_ i i IlIN L-A F, ; 2002 P.EvI DESCRIPTION DATE i IN11 EXTFLORIDAINT. RI DC P,S SaNFORD : L TITLE: SLIDING GLASS DOOR iNSTAI_LATiON WiTH 90 SCPEVS DR YN BY: 23 APPROVED SY: D;TE !2/!7/01 SCALE: NI7 IDISC 0 Iq IOOC• F':./ZEE rGNER TrPiCAL MULLON TO C0;NCP E 1 Jaf oe Y.V./'CSi'JIYt4 Y PUEs TO JAMS WHERE x s'-- jS[LL <cYF.) 2- X 4- TU9= VIULLICtiS 4: uS=C; Q j I j it I ' TAFFiNG SMS TAPF:NCG SMSINCR_TE OR MAS_M13'. — EY= TriErt.. \N, X ' :/ L. E i X 2 X Sic I ' r: S TAPCGN SCPEV ANCr.C4 1 r i— ESiERN=L MULLiOy Jj S>_tNT EEiVE.11 ONE =Y VirCD— 11 4!STALL4iIuN CUP j1 d VivOG'.' :LhWCS I C<B, OTY.EPS, 41) tMULLION ! _ SEALANT BETVEEF' U \-4e k 3/4 SEL- vINOOV FLANGES TAPPLti SMS L YJLLICt: ;- I£AD ( I YF. SEAL%.NT EETV-'EN VINLOV FLANGES CECTION A —A t ! i MJLLIOl4 I SILL. ( TYP.) to k 3/4 SELF TA'FING SMS i X P 7/1E X I/E TUBE* MULLION SEALANT BETVEEN L.•!NDOV FLANGES- L MULLION C X 3/4 S'_LF Y S. H. TA??i:VG SMSSEAL' (T' PJ S=AL. AW EET\4EU cr'C I I`,,,•_j fl —C., Q ViNGOv FLANCESv - y _ t M LIION P.V./ CES1GNZK trALANT EETVEEN u_I. : I'i=.) '•:[Nero .LANuES 1 _ LY.ULLLr j CAPFihii SMS n I B. O. A. F. 7CEN TRALr+VxiFTLORMA TAPPING4SMSLT itua=Q`UiYACL 'ER 1,Ab : F_AG (TYP.) 6-1 PA 6=UPFR SECT! ON' A — A (21 MAST F—R r I06GP. V./DESiGt1ER I SILL (TYP.) E`e X 3/4 SELF TAFFIN_ SMS I X InnC P.V./ DESrG?iT_'R c 7/is X 3/e SILL (TYP.) TU?_ yJl_:_InN SnIT Tw 3! 4 s=_ F A SEA• .NT EET: EEN N71IV LANCE - FE X 3/4 SCL OOC Sy TP.PP[? N' SMS NEAP (TYr.) T..n' Pr E'. r-- IM F.'../DESIGNE4 r S:' ' (TYFI` j X 3/4 S_LF A-F:NG SY. S X 4 X 3! E r\(jl''j(—i7jTj / i'vBi. n,,__eu• uj X 4 X 3/ E UBE MULLION Q I r\ EM: L iii'EN T i A s lI I ens I sLa'-11-' IY: cl! vi:E'r, EC FROM _X7-31G,4 NTERNATIONAL FLORIDA EXTRUDERS`SA, YFORD, FLORIDA iTITLE: _Y• I f_! i i 7n^ = _AN!_ `1` _ i IJ _ f..f:r.:Tn . 111 I —I t.r..- rl l J• VVV ;DRAw1' BY LJ APPROVED BY: 194c SH l i X 2 X 1/2 :n0 S.H. I , ..EE M7i.'_[uK _ADAMECITY=.) 6E X I./c SELF I AFP',NG S'!S e x !-!z SELF TA. PPINCSMS SECTION A —A. 1 1 X 2 7/16 X !/b TUEE MULLION 1000 S.N. JAME ( TYF) FAF JAMJ CTYF: S X !/2 SSLY TAFPLYC SMS iXEx2/ 2 TU,>:_ MLll L IONE X i/2 S_I ITF.FPiVG St!S S£ ALAnT?ET'.EEr 2 KULLii< X 4 X :/E k2. X 1-1/2 SELF 7U2= aULLTD': TAPP!.N, SMS s= CTion A —A i2i X 2 711E x. VE TL' bL MUI_Li%tY JAMB CTYPJ E X 1/2 SELF TA' - PING SMS ONE By WOOD E1:% iC t. Incrt., EHEEu4tC- N71 Q G 1 I 1 t I MilLL;C:: E x. 1/2 SELF TAPPING S-*-S ELF- SElAu:T ETVEEN SEALAN7iENc VN6LV FLANGES VINUV FLANGES SEALANT rV_ETA- F SNc ViN?o_ FL_ANCES S tiLil(LX t ML-'LIFJC t MULL 10N SECTION 4.-; %\ U- C.8 X !-I/cSELF,EL- -- TAPPING SNS TAF?IN SNS C i S!:'CTIt71N' A -A f .5A—A i'r TU2E MUL'_InN / Tii-E NU4 LilaN 1 A B O. Co= S.ii. — S-:;_- A. ra.._ SM i6 D:'_ T N _BY OTH RS T tiSTaLLAT[ QN AN'y! C• R 3/15'-L•: I \ TAPCON SCREW ANCHOR (TYz EXTERNAL MU:_LIaY j INSTALLATii7N CLIP j TYF A MUL.LICN TO CONCRETE 0 HEAD A?PLIES TO HW & SILL WHERE 1' X ' L' 2' X t TUEE AIULL'ONS ARE USEC) TAIL I INSTALLATIGN AN0401; P:' ^ IA. TAFCCN li SCRFV A?C;I:: CTYF'.) I / SILL CLIPQ EMaCiiHLNT SiL: -cY C; HERS t ao:T!i•!N-L iAC.;<5PS. .. =N R,-0J1QE11) I 1 1 I j p ( D - L Ei -:VA'1J jtS '/, i : SELF,XIC4:t; r,' i-Fit:' 5; 1------------- FLORIDA EXTRUDERS 1`ITERYATIOlvAL. INC SAINFORD, FLORIDA Jr:f7 n2AwN = r I APPROVED BY: 1 MIAMI0ADE PRODUCT CONTROL NOTICE Or ACCEPTANCE Prenldor Entry Systems 911 E. Jeferson, P.O. Box 76 , Pittsburgh ,KS 66762 MIANII-DADE COUNTY. FLORI METRO-DADE FLAGLER BUILD) BUILDINC CODE COMPLIANCE OFF METRO-DADC FI,AGI.1?R GUILD 140 WEST VL.AGLER STUT--1', SUrlls I MIAMI, FLORIDA 33130.1 305) 375-2901 FAX (305) 375.1 CONTIUCCOR LICEMSI,NG SECT 303) 375.2327 FAN (305) J75. WINTIWII,olt EINFORCEINII:N•I• DWIS 305) J75.1966 FAX (305) 375- t,ttouut: r co, t•rltoi. mvis 303) 375-1902 FAX (303) 372- Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Insiving GL•lzcd Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami-Da4 County Building Code Compliance Office (BCCO) under"the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. If product or material fails to perform in the approved manner. BCCO may revoke.' modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South FloI Buildin; Cede. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04/02/2006 Raul Icoarlguez Chief Product Control Division TH(S 1S TIME COVERSHEET SEE ADDITIONAL PAGES FOIL SPECIFIC AND GENERAL CONDITIONS BUILDING CODE R PRODUCT REVIEW CONINTITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions . forth above. A('!'ROVED: 061051200i Francisco J. Quintana. R.A. Director Mianii-Dade County Building Code* Compliance Oflic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constricted in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets I through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.I This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sinigle door units shall include all components described in the active Ica 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'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulatcd 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 require a hurri, 0iolection system. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Mianii-Dade County Product Control Approved"'. 6. BUILDING PERMIT.REQUIREtNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building On7teial or the South Florida Building Co. SFBC) in order to properly cvaluatc the instnlialion of this system. Manu l Pcrc2, P.E. Product CoC Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 0I-03I4.25 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. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi. submitted, is no longer practicing the engineering profession. 4. Any revision or change in time nmaterials, use, and/or nmanufacture 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 office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. - Misuse of this 'Acceptance as an endorsenment of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documments, wlmere it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at time job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmova! Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCE1"''ANCE Manu Pcrcz, P.E.; Product Contr :scam Produ LCb'ntrol Division Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing COP-WL-MA0141-02 r.l t 02-0419.08 Application Filed) t• , 52.0 NO Arrangement, X 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed Masonite X0, OX. OXO j I 2.8" + 1'0" Internaltionall COP-WL-MA0143-02 Miami -Dade • t 02-0419.08 Application Filed) r • • , 52.0 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144.02 02-0419.08 Application Filed) 52.0 NO I 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'O" + 2'8" + 1'0" 1'C" - 3'0" + 1'0" 1'2" + 2'10" + 17' 17' + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2' 10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 t NO Ij 2'8" + 2'8" 2'1C" 2'10" 3'0" . 3'0" 2'6" + 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" + 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 fvtasonile 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 d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other struchlres). National, slate or local building codes specify the edition required. Masonite lWarrixional structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201. r.;:'22 & PAK,'k. U t O ak aft fM 1. 'fe ..—a 1 EfC- 11114 hC,'1.11.Y t. f\IXY llCrnMt I•b..!•.,.,../4w N„[4v/Oea, l R6" ry Ap1/re root nu.toen,u,epa ap o1prx"onup0.M¢n,m3-islwu tiox'angnInd0•0at0 Masonite international Corporation Glazed Units X X0, OX, OXO XX, OXXO COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing 2,G„ 2'6" _ 02-0418.03 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" TO" 3161, i Not Listed Not Listed — — 2'8" + 1'0" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO t 2 1010' + 1'0" 2'10'. + 1'2" I J.G., - t'0" 3'0" + 17' 1'G" + 2'8" + l'O" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" l'O" + 2'8" + 1'0" l'O" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0' + 1'2" 2,6" , 2,6" - 2,6„ 2'8" + 2.0" + 2'8" 2' 1 C ' + 2 10" + 2' 1 G'' j TO" + TO" + TO" 2'8" + 2'8" COP-WL-MA0162 02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + TIT TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" 02-0418.032'8" + 2'8" + 2'8" + 2'8" j 2'1G" + 2'10" + 2'10`+ 2'10" COP-WL-MA0165-02 (Application Filed) 55.0 NO TO" + 3'0" + 3'0" + 3'0" otes: 1. Cccr a, rsngernenis using fewer panels than wila! is shov.n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (%vww.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic loc2Gon 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. n iNr s,00xa Un C..v; you M. 7W2 Omr:•s,w•oo vooun of aoe nimwm,em mues speaecrmns. oesion ma aroa.n Masonite International Corporatior. dn:o ;eim 10cnma viuma rontt. Glazed Units i COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Inswing X Singlesrth) 2'0" Masonite Internationall.t• COP-WL-MA0146-02 BCCO 02-0423.01 Application Filed) I• Rating 40.0 Illorll NO 2'6" 2'8" 2'10" — 3'0" 3'6- Not Listed Not Listed lasonile r X3. OX, "'Xo 2'8" + 1'0" InternationalI.r COP-WL-MA0148-02 02-0423.01 Application Filed) D• t 40.0 Impact NO 2'8" + 17' 2'10" + 1'0" 210" + 1'2" COP-WL-MA0149.02 02-0423.01 Application Filed) 40.0 I NO I t 2'10" + 1'0"l 1'2 + 2'8" + 17' 1'0" + 2'8" + 1'O" 1'0" + TO" + IV 1'2" +2'10" + IT 1'2" + 37 + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" XX, OXXO COP-WL-MA0147.02 02-0423.01 Application Filed) 40.0 NO 2'8:' + 2'8" 2'10" + 210" TO" + 3'0" 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2.8" 2'10" + 2'10" + 2'10" + 2'10" 37 + TO" + 3'0" + 3'0" Notes: 1. Door arrangements usicg fewer panels tear. what is shown in the above chart also comply under the product approvals shown. 2. Assembly de!ai!:; are availab;e from., the Masonite Ir,lernalional website (www.masonite.com) or from the technical center. 3. insl3:13:ion ins!reclion.s are available from lha i,r.ason;,e InterVicnal website (www.masonite.com) or from the technical center. 4. Ac;uz c_sicn pressure requi,-ement for a spaci'Ic cuilding design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local ouilaing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PA203. Oak raft ART.EK" 1 1„I,M t: i..{.{.S I:Ni'MY nt,tl l:t rb.s••vurO«p.., G'rO.nr• t;r t0.:un sS Tc :n et Y oion A.y.O¢f1tfll Pu•tl 1pc:Fa. Mf, Ctsgr : d p>:.:I Masonite International Corporation Glazed Units COP-WL-MA0100.02 `. FIBERGLASS DOORS 8'0" Height — Outswing 1Singles, X 2.0" COP-WL-MA0166-02 1.r: 1 02-0423.03 Application Filed) 1' , 47.0 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed Arrangernent X0, OX• OXO Multiples (width) 2'8" + 1'0" Mason ite International COP-WL-MA0168-02 1., 1 02-0423.03 Application Filed) 1' , 47.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 37 + 1'2" 17 + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IV' 17 + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2' 10" 37 + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic• air• water• forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 O akcraff GOON\ AR EK" FIII,:Ke:l, .\{ e: N'1'KY NowT..a.nYfMrr•u [.wry D.en Apr? 29, 2002 W cdmm,mq program of podu enVm en, mates spe d"ions. design and Wddd ? M d f O n l l e In IC f !1d l 10 N d 1 O! pOI d[ 1 0 !1 deua s'b ecl to cnanpe ..Iftw np,Ke. Opaque Units COP-WL-MAOI OO.02 FIBERGLASS DOORS 6'8" Height — Inswing X 2'0" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'6" 2'8" 2'10" To" TV Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 t., i 02-0109.10 Application Fled) UP Rating 55.0 Impact Rate'd NO 2'8" + 17 2'10" + IV 2'10" + 17 37 + 17 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 17 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 BCCO protocol PA201, PA202 & PA203. 13 Oakcraff AR k EK" T F...;. f,.A\S ,:N'1'— D00N$ ,A".r•.a"va/wF.0 (v,n Ova. AWd 29, 2002 Ow coi-0 d.opnm of o.odu mmo•emeM mA,dt Wd d~S. dr.ron And wod l Masonite International Corporal on Cew S, ldC..W _'q nd14t Opaque Units COP-WL-MA0100-02 . FIBERGLASS DOORS 6'8" Height — Outswing NtMU[. 1• • 01-1031.02 r• 1 76.0 NO Mrjir-IMQ16 Singles1 X 2'0" TV IICOP-WL-MA0121-022'8" 2'10" 3'0" TV Not Listed Not Listed 1 X0. OX, ON 1 2'8" + 1 V 1 1 COP-WL-MA0123-02 1 02-0109.09 Application Filed) 1 55.0 1. NO 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" 37 + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO IV + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2' 10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 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 specilic 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. Oak raff AR k EK'" 1. ,...n '1'< • .A F1Nr:NC:1.A\[ f,ITRY000N< w 4. F4jr.. (wr Cl 0. CO._inD Olog— 01 M000o IMDID MeM -IkC SDCMKlWI. OrSyn Ind W-0-1 0 ud 5.0R01. CD V. -iID M Kr. Masonite International Corporation Opaque Units I . COP-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing X 2'0" COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NO 2'6" 2'8" 2' 10" 3'0" TV Not Listed Not Listed X0. OX, OXO 2'8" + 17 COP-WL-MA0108-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.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 8CCO protocol PA201, PA202 8 PA203. 0 Oakgraff DOOMS AR EK'" f n„i,<G,...]S Fnl'wr nw..b. w.+re..p...Ewt Doo.. o.. ao++ 79. 7002 M a i o n i[ e International C o r p o r a t i o nOwConl+,oeo mooram of p,00utf mpg -"mates Soeeile~s. otf.9" am 0•00, 1 OCIa+ $uoltCl to ChXVt w'drkoul nol4e. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing I 1 COP-WL-MA0126-02 MM r. l• = 02-0109.07 Application Filed) r• 1 70.0 NO Arrangement1(width) X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 1 I I• r 02-0109.07 COP-WL-MA0128-02 (Application Filed) ArrangementI(width) X0.OX, OXO 2'8" + 17 r• I 55.0 1. NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'D" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'D" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 17 + 3'0" + 1'D" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 XX. OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 Masonile 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 13 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0akcraff n AR k EK'" hI HI:N (:I.A ti\ I: N'INY OONc No.rG•aNfO.re4u (^.)De".. Ar'd 79. 2002 Ow ConLnunO WOQNm of ofodW irndlo•e 1make foe WCM*m. oes.0n afM Wod.1 Masonite international Corporation deuu )uarcn M Ce nw .snout like. X Unit 6- TYP. 1 . 6' TYP. 6'8• UNIT 8'0• UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. 1'IIIII111U111%b'll lll Il7rU1111 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include A8 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 April 29 2002 — o....,, o.... 0. to 1-9 Olppumm WWo —010 r —kM SM-1KII—. MdSOnite International COrpOrdIlOn otSpn JM woaw &.,, S.b^. to -g, ..hw no1K<. XO or OX tell I Unit r SINGLE DOOR WITH 1 SIDELITE 7PY'P 6'8" UNIT 8V UNIT 13-15/16' 17.1/8" MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. Rough Opening RO) Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. Awd29?002 Matonite International Corporation UN lan." ^: 9.JrYn N p lAOCI . [/9.ontni ny.tf 11.tCdtagnl. 0t19n anc ywx l amd SV01tC110 Cnamt "am,, MKC. Ox0 Unit SINGLE DOOR WITH 2 SIDELITES s• TYP. TYP. CL TYP. I TYP. 6- TYP. 6'8" UNIT 8V UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" I i t t t t t t I t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and B10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Api it 29. 2002 Masonite International Corporation Our ca,.,,..o n•miu^ urvw.c: ., .^ a w<or.,u•. OO4^ +^ a Uuau[I amid s,ulec1 to :—je r4noui not- oxxo t f l l f Unit r DOUBLE DOOR WITH 2 SIDELITES 6" 3' 6' CL TYP. TYP. TYP.ITYP. TYF 6'8' I II II I II II I II II I 13- UNIT 8'0• UNIT 5/16' 17.1/8" MAXIMUM ON CENTER TYP. Min1mum Fastener Count Rough Opening •O 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 Iwo 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include t8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. w Aprd 29. 2002 Masonile International Corporation Ow c-m , wogr of n, oam -wow msses sm.i<mons. Oesp. aN M.0 c OeUd srOKCr i0 c'V.ye ..hW1 nOr<e XX Glazed Inswing Unit APPROVED ARRANGEMENT: N r ' Ow'.'; FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit size • 6'0' x WIT" 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 Jly ASCE 1•nalional, slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: as 00 00 am as as as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n El 00 00 00 an UO as 105 Series 106. 160 Series' 129 Series* 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be useo in the following door style: Eyebrow 5-panel with scroll Oakcraff AR k EK" 1..,.... , .a.. VIUL'N<:1.A11 LN'IN 1',000NN N,,..u.....a ro..p... [.vr Oeo.• ry-sn• a /' s April 29. 2002 Masonite International Corporation ow comm,,g orobram or orun ",9 rmem males smd sawn. des" and d.oduct dread wolecs to rive rNhoul mX<r XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: r 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgraff AR EK" I. t.+• IN ..I I fIfLNI:L.\"I.N:I. I',1)fllf N.\ Nw..4.wW14wNu1..11, Oao•. April 29. 2002 0. conlnwq program or p,.dw .no--, Insses smdsc.4n. Iksipn one prodl f.,'^M w cnsnpc - he 1 np14 p Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6.0' x 6T 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 1-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeri followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °® 00 00 00 D0 00 100 series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n [i n El a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RIL. 23 RA.. 24 R/L 107 Series' 108 Series 304 Series Series' This glass id :nay also be used in the lollowing door style: Lyeorow 5-panel with scroll Oak raff ARk EW r..l ...., .am I Irr l: rt t: L.\. Lr.''1'K \'•I), II rM. ,+-.l..vWrewrl.0 (•w.rOw. April 29. 21J02 Masonite International Corporation N, <onl.n„m; o•ou,un or o,oa cl n o•o.<mem nunoe slM;ngrlpns, oesq^ r•a yxucl W.I., \vine:, Ie c:la^ul -a.0ul ..I., XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: Ba ao 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L 23R. 23L, 450 Series 152 Series 149 Series 109 Series 120,122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-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: TESTED1N 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). EX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0ak,_raff AR 4 EK'" r rlrl:wr:r.,\.1:.`r'1 N\ Ir l r". eb...i..rrN1a.N e..v,pm.• April 29. 2002 ow c,mow" oropnm or Irmun moo,emen+ mites smoiarons. 4es.on Jm orod.0 i1wi s.+,ecn to cninge wMOJI rWDee _ 0.? O Ma,onite International Corporation Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: C SS• 1N'. O ;''f,J; Single Door with 2 Sidelites Maximum unit size = 9T x 6'8' FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". 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 fora specific building design and geographic location is determined by ASCE 7-national. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 ao 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n n uu m n ° a 00 00 an 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 ILL 107 Series' 108 Series 304 Series Series' INS glass W may also be used in the lollowing door style: Eyebrow 5-panel with scroll O; ak raff AR k EW a_ I IULNf:IA.\.l l:N'1'Nl'UCI0's goy. ' ` Aprd 29. 2002 Masonite International Corporation ou. Co '" `WO 01 d'W"' m0•o•lmt N ma[CS SDKnKJlgnt, det'0" 1M WodW dCIJJ W.KGI 10 CN V -Wul "0.K,. oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: E a b k no an 0 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series VA, 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raff AR EK" I IULMI:L.\1.1 CrM I"•000 II] laa•.i••m.N r-0•.t••u 1+ Ooo.• April 29, 2002 Ow CMunumo proorm or product improvement r tes sDttAKjlans. design and produt deud suottct to Crurye'dnout nolKt. Masonite International Corporation OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: TAM• ii o r r y?'? J, .,• Double Door with 2 Sidelites Maximum unit size - 12'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tot a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 H On a000 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 RA. 24 R!L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with stroll Oak raft 1 AR k EK' w r..,.... , .w fv.....1. .. n < . w . e •1 11IILN<:L •\\.\ l: N'1'N \''UUUN\ Nun.r— fp..r... Emrr Ooar. PREMrfaZ A April 29. 2002 Masonite International Corporation Ow CDDDa Q 0,00-1.. V,N0 a m0.o+emenl males fpeCA"Wj. oaf.Q. LID aoDaCl DCU1I f DICC110 CN.gC wMDON nDIS< OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 013011 a 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a o a o 129 Series 200 Series 12R, 12L. 23R, 23L, 450 Series 152 Series rag Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE O ak.raff r uu.rr.a t:nl i,u 1 r x. 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, Code, Chapter 17 (Structural Tests and Inspections). r f / &a 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR k EW Awd 29.2002 ow epnluhwV Dru7r3m or woo"o— mml miles seta "Ont, eesyn AN peeuu ali.l s^w to cnsnoe wh1,W11 ne12e Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS r- O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0- x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n oa 404 Series DID on as 822 Series 108 Series U 0akc,raff PM 4 EK- oT III CKC.L.." LN[.%,'DOOKS rb..t..anN—e--r Oxon rnL/Y' lA/ fin„ i'/_•/ e April29.2002 Masonite International Corporation 0. conl.no.ne m g.ln1 or o.odYcl r .Yo,Mltrn nylet spfCd () ans, oespn u.d DINUCl dells tooK(110 dninge _o nonce. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-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 0akcraff AR k EK'" T u.: a,:,.,,a c.,..,,u. ru"n r..,...r..,.,.w F-0.. E, E>a rv n f o Ap,d29,2002 Masonite International Corporation Ow co ju n o+op.Im or noaua ."wo.emem mstes soeu.cnom. aespn Ina woaun stud SO',". anlnpe .~ na.<t or • COP-WL-MA0148=02 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: VI' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size - 6'0- x 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 orlocal building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: MM no on 822 Series 1/2 GLASS: n El as 404 Series 108 Series U Oak raft AR 4 EK" t..l•.:...1.•T i,nu•wla.ntz l[yier•unnw. ra,.s..,,..a.a.p.. t,..r 0••.. PREM' CV?: .//./,.. El'//G%C Q 17iG G" o.. Alin 29 2002 Masonite International Corporation oW (OnunY.q o1oC•Jm n.w—n—I n41C1 So((.ISJIOnt, otSgn J.M M W1uC1 Ot4n S.UK , IU (n^t —W.1 nal.(t XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: 8'0" FIBERGLASS DOORS s• 300 Series l e50 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak ra AFfk EW 11IlLNl I.A C\ l; N'1'N 1' !)1Il)Nti r••e/b r't•••1r•. 1 1 D^•• 1l)CI /1n J. ., ,/ April 29. 2002 Masonite International Corporation Our (Dntmuulp pOmrJm 01 O oa0 _0,, 0lent msses SowiKjwns. Oesrgn j d Or00un OCIIA SUDte1110 CDlnOe r M0 nOtKe. COP-WL-FAA0149.02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit site . 9'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have 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: DZI] 00 00 22 Series 1/2 GLASS: 00 404 Series O, ak,wraft AR k EK' t, flu E.CLA?? CN'I'. Y,pnrrµp ta.n•r.. u...<I—e—eovc 108 Series April 29. 2002 Ow [On1.4nrrQ drodr.m of prOd.cl nrovmlml rUles s 114AOOs, de1gn .M roddwl deud soOtect to C"Ice W,tNw ml-ce. Masonite International Corporation Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r r ,s. 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 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). EX 5 IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak. r AR EK" 1 . ..1. .. FIe11:KOLA\\ cwrtty ouON1 ta..r..e...a fe..p•I ew, Dew. April 29. 2002 Ow tommuinp propum 01 plodu mD,• em mares sM,kalon. des.pn and proc!W dtud SYDKCI to C"e vdDOul nolte. lu.i.el, Irom 1 G G Masonite International Corporation OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Double Door with 2 Sidelites Maximum unit size • 12'0' x 8'0' Design Pressure 40.0/-40.0 limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n oa 404 Series CCM oa as 822 Series El 108 Series Oak raff AR k EK" 1:1 d L'nl: LASS LN'I.Y 0011N\ Ha.i..o1nE Ilwal.0 twl Dow. I'Vi() dlPREM... (•.JI as April 29. 2002 Masonite International Corporation Our d.odom d1 0rod11t1 mo ovemrnt males ipKd101pnS, dt pand d,oaKl d,.j 1.01W W cnanq<..d"N .._. OXX0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: rw'r 810 Series 300 Series APPROVED SIDELITE STYLES: A 11 1 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CC0 PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak_raf . AR 4 EK'" 1..1......m 0IIILNGLI'SPREMlN'I'N\' IN IIN\ rao..l.. w.+ra...NuE•vr()oon (1an/ Aprd 29. 2002 Masonite International Corporation Ow ewnmu q wopum of wooun <+wa+mlem male sueul<alam. desgn +mI wadun deua allolecl to comae .+unw nonce XX Glazed Outswing Unit APPROVED ARRANGEMENT: O v%fief FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed X0" x 6'8". Double Door Maximum unit size. 6'0' x 61' Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 ao a0 00 00 O00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n 0 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 PA- 23 R& 24 RA. 107 Series' 108 Series 304 Series Series' This glass kit may also he used in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EK- rlt11fN1: L.\$S L:\"1 \•,U•tU N? Oe•O•u L^•1 ^•'• M!x' April 29. 2002 Masonite International Corporation 0w C ,1 .2 D,w—, dr 0'.0.0 -2--. mares SDK IKalgni, des.2n Jnd vWd , 1W water m crane, -d , n21a< XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as o0 404 Series a10 Series 109 Series 110, 120, 122 152 Series 149 Series 300 Series series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak .raff AR k EW 1 r 1`I LN1:L.%,S LNI"1'•110—\ 1—r—E-1D_ April 29. 2002 Masonite International Corporation Dut ConnnV np D oetJM DI DrpoVn mprO+rM[M MJYfi SprC IgJIDni. OrSgn Jn0 DtDDUEI OtuA SUD r( 10 CnJnDI w tnoul n01Kr XX Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size - 6'0' x 8'0' Design Pressure 47.0/-47.0 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 specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 822 Series 1/2 GLASS: 00 404 Series Oakgraff AR k EWw.. .n PI OI:,N GLA\S liNl'M 1',000w1 ttm.r..ai.0le«pulnvr Dmn Apra 29, 2002 0. tommw,q po0,am or pawn .+.wo+Harm nu ti sprr l.[siOn], —in — a,o0an 0Hid 1.bK" 10 fnanpe wn-1 nOrKt El 108 Series El —1dC01917Zi& Masonile International Corporation A xRmri-Fy 1 lawni. Mimi 0 3 v 161 A 51 INTERMEDIATE STIES FOR le' WIDE DOOR. A AOIED w/ TOO-L-IDC QOP k BO Nm URlT4ME AOHCSP.E (ALONE ) 2 1 1 REVISIONS V NO. APPVD: I DESCRIPTION MWW I OTY (1) WAS (2) FOR TRACK BOLT MOINZONTAL BLACK SIIPPONrr DOOR INSTALLER (TO 5 11 F(JJ) 1%mR_4A.8. 5/1e'..1-E LAC SCREWS. S. LISTED a= DOUBLE TRAM Be(x calFnmemn LOW HEADROOM S gg,, AVARASE AS AN OPTION MEW 'C' jr Hpp/fI 2' pAV. STEEL TRACK MN.1F TRACK THICKNESS: V1 -0 LO -OT TT'P. 2-1/2'.12 CIA KAALV. stm TRACK BRACKET. TTWWOM Loc.W (4) MACK BRAOETS PER SDr_ O lNR TOP BtAL1E. T REPORT#96C6C HORRdOA C U-slits U-BARS N A 2-1-2-1 .*e Nr.rrNVW. 0P1ON PATTERN (LE TWO U-BUS aN BOTTOM SECnoK ONE U-GARS ON NM sCcn0N. ETC.) I1.J/e• STREET META SCREWS olr O Am OPTIONAL OUTSIDE KEYED IAOK POSRON U MA(. DOOR WIDTH IN'-0' N O 4- INSIDE ELEVA M D/wPNc/ SCREWS. NOTE InJ4 AA SCREWS 01R 19Y 1' O.D.D1d1. 14 MM(XS IA t N IERTfuiF Nwfs DOORS Ili ro 7'-0' HIGH OOrRSISi a (4) sECfgNs (sHOWT+)). rnoNr FAME nTN U.V. WASHER REOIINF.DAAc SREWS wT aE COUNTERSUNK COBS OVER 7'-0' HIGH CONSIST Or (5) SECTORS <NOr S/NDnN). 0oMn a ON ouTmE suRrACC (BUT Nor mum.jL ro PROVIDE A RUSIN mmwn11c "._,4V._F MOULDING BY DOOR NSTNIER (TO Win) SUFACE RORRZONUL UMBS 00 Nor TRANSFER LOAD. N. CALV. STEEL ENo SRE 2.6 YELLOW PALE JAMB L SSB CLASS OR OPnONA 10 SCREW CALv. sm P(TUL snLE 1 2' f111O( 1/N' ACtri1C LTrE WIHDDW UTE LITEDEO WSIDE SELKOH R-B _ 12 G CALV. STEM TRACK 25 G MN. STEEL 11RETNNER 16. 3/4• PAN HEAD SCREW wITN ONE SF IRO NEED M WOOD JAMB SCREW SON COAImWITHc-N MN, (lo SCREWS PER RITE) N.4 AM]lOrRS 0 21 axm (C-90 PER TRACK BUCKET. OAVAIN2IRCBAKED-0N PRIMER, lILOO() OR NCENTERS (2000 PSI 1m. WnCdTEi OR ID. ROUND PV51w TAND ABAKED-pl PQTESRI SHAP1/..4rMCpK SCREWS DN 17-1/2GENIES (i,000 le a GLv. sTFIl CENTERNNGE LOPCOAL A or S r0 BOTHOHMuRILIRACK. 1' o D1M1 4N)t IE31 11. STEEL TRIO( FASTENED ro lmv.(sfEE11 Ra1ltR ) smcs o sTE¢ SKIM. 1z a rxv. 5Tm TDPRIMEvlAnLAru1oNROLLERAEACH . EAo1sDE ofooaa.`rTM rAvcws. NKonas wreEtaL.rTERsuaK 12 a rxv. srExL TRAKx BruclErs. ro END sTtts rAw w1' a) BRACKET /('7 NTaL SItE (Bur Nor TenuaEn) roPRA'IDE A rLuvN tRAaK ATrAC1Am ro ua BRACJEf • SHFT META STREWSv LIP 3oNrs. 1N.s/e' sNm META SI TRANSFERDACEMTNIONTA3MIB5 OO Nor WRH OE 1/a'.5/e' BOLT a Ntfr J/4 SERF TAPPNc SCIEI15 PER Elm LANCE OR TWO 1/i DLA RIVETS. WTSIDE KEYED HANDLE END ORT-STEM. 10 BALL STEEL ROLLM IENDGGEE.v. STEEL EAC1 STt E MARK WESKERnELo P.E. FASTENED roENO HOER. PREPAR.ATIOH 0r AmesBy ODNRS. KTION C{ FLORIDA P.E.I4e495 SIT w/( 1..5/e' INSIDE K14MXWIRE NORTH CARIXWA P.E /23U2 AL 3• TALL U-0N Q (4) 1/4' 0/ 4' SELF OUTSIDEK11TD LOCK LOCK BAR 20 u CxV. STEEL TAPPING SCREWS. w.^ •rKK. i^ rY ooTIDN ems'" ELEMENTS DESIGN LOADS: +24.0PSFh -24.5 PSF MH. K4D SfPQNCM: w 1(9 WTSIDE EACH SI" vON wL Rcs,"THE OESIGN si Nr usaru c or TEST LOADS: +36.0 PSF dK -37.0 PSF L 3, HANBE or DOOR. RECORD FOR THE OUILOM OR STRUCTURE AND N ACCORDANCE 3' TALL . 20 G GAV. STEM U-BARS Efm SURE BELT WITH CURRENT BJRDNC CODES FOR THE LENS USTED N A 2-1-2-1 PATTERN E. TWO U-BARS SERE LOCK ENGAGES nN5 owWND. .. WR. W.Om snA KpppyiL PART NO.: - 1-1/e' ON Borrow SECr10rR. OHi U_W ON .0,T INTO VEJUCAL A SCCRON E7c.j. EACH U-sARATIACED TRACK ON HOTNLe LAu... SmA.N Omw.R.. 312 WOW SL SAIW 16M /'1 T nM 1/a'aJI4. SELF rAPPNG SCREWS LOCK oN «../A...•.>T :r.mm;e. IDEAL Gndnmti OH 45202 PER Sf4E LnuTON. uGH v0E r aa.r W.DHcPR00RKsGO. TOLERANCES N.. LZ 15-161-t6DD o Doan. +LE "••a 4. N•r a .0 L.03 WrWa OMQML Fa No. 1-513-762-3519 INo-N.4 4H SECTION A_A runF MFwI " K CPT w.mm PHP. C.n,..l FA... a .00 t.015 DESCRIPTION: MODEL 6RST W4 16-0 . 8-0: 24/-24.5 DESIGN LOAD w... w. ..uc. ...r ...A1: .000 t.005 13 a GAv. STEEL 8011W aRACKET. P.o-.,. K<. 4•n ..ew« •.w 0000 . t 001 DRAWN BY: BMM DATE: 4/t8/00 SCALE: NTS DWG. ATTAbEp WRH (2) 114.5/e' SHEEP META SCREWS. ' ww ...RISE RM.han R A E ;Ul rniFd Mg1e _ lMles i'95totW Omens/ CHECKED BY: MWv7 DATE: 4/18/ 00 SHEETI OF 1 SIZE 1J ProjecGNN1 OIHENSroNs ARE IN LACES. DWG. NO.: 102138 REV. NO. 1 4 3 2 J j CQj-,"i!"1 j1.J1 - l"))NDIV. y 111 II \ I III \III III \\kIIIIII 20 CA WIN. END SIRES ATTACHED TO DOOR SIGN WRH PATENTED TOG-L-ADC SYSTEM TOP. OOTTOM R CENTER). MET. Tf x 5 MODEL: 6RST 25 GA. STEEL SKIN) MODEL: 4RST 24 GA. STEEL SKIN) LISTEDOPTIONALOSBCLASSOR 1 8" ACRYLIC UTES AVAILABLE EE SECTION B-B) ATTACHED W t) INTERMEDIATE STILE TOG-L-ETO( 1) I LOG (TOP & BOn 20 GA. MIN. END STILES ATTACHED TO DOOR SKW WITH PATENTEO TOG-L-LDC SYSTEMANDURETHAN/ ALONG CENTER) r- '_ A TOP, BOTTOM & CENTER). cc m REPORT#9606C E I 25 GA. MIN. GALV.-/ LOCK POSITION BOTH SIDES) STEEL SION ATED WITH A BAKED -ON PRIMER. TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH OF STEEL SKIN. ONE 3" TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT I STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE M IFOPT NALTIOVENfS '-' A LOCK ON EACH SIDE OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. MAX. DOOR WIDTH 9'0" N INSIDE SLIDE BOLT O 14x5/8" SHEET METAL SCREWS LOCK OPTIONOTEI DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (SS SECTIONS (NOT SHOWN). 0 0 1/4"x3/4" SELF TAPPING SCREWS. 14 CA END HINGES 18 GA. INTERMEDIATE HINGE MEW '@ VIEW 'C' 2.6 YELLOW PINE 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/ 16'x I -5/8" LAG SCREW PER TRACK BRACKET. 2" GALV. STEEL TRACK FASTENED TO 12 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT & NUT OR TWO 1/4- DNA. RIVETS. REVISIONS REV. N0. ZONE: I DATE: I ECN NO.1 APPVD: I DESCRIPTION 1 I A4 1 11/00 1 - I MWW I OTY (1) WAS (2) FOR TRACK BOLT 2' nOCK 3" TALL U-BAR 20 GA. GALV. STEEL 1- 3• r HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 3 GA. GALV. STEM STEEL. FLAG BRACKET. Ie .E GALV. BRAC STEELE TOPROU3) DACHFASTENEDTOWOOD JAMB WITH 5/16'x1-5/8' WOOD LAC SCREWS. 114.5/ ACH T ATTACKED WALSHEETPETAL SCREWS. M' DOUBLE TRACK NFIGURATION LOW HEADROOM ISSHPLAP • w AVAILABLE AS AN OPTION 14 u CALV. STeat ENO NKE' E/iaH FTIL0 Di)ENO R a-6GALV. STEEL TRACK, 9 RHEIGHT 7 V 70 yk lad &• 4IN. 12' TRACK THICKNESS:060" 0 76 4) 1/4.a/4.SELF E B -0 88LAPPINGSaa.WS. ALL.0u cALv. iYP. 2-1/2'x12 CA CALV. STEEL TRACK BRACKET. SIEEL U-BAR ONE U-BW i4) TRACK BRACKETS PER SIDE. PER SECTION. FILM U-W ATTACHED WRH TWO 1 4•il/4' SELF TAPPING WC sGBlws SIRE LOCATION, a LHR TOP BRACKET DOUBLE HORIZONTALLiTRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBLE TRACK VERTICAL JAMB ATTACHMENT 4}VOOD ER4!E BLOLINC51• IS u cALT STEEL BO1OY LOW HEADROOM OPTION BPId(ET. ARAaIED wnH TWO I/2'x3' LAC SCREWS ON 2{ CENTERS. 1' 0.0. MIN. #144/a SHEET METAL SCREWS. " ^ WASHER REOUIRED. LAC SCREWS MAY BE COUNTERSUNK SSB GLASS OROPTIONAL 10 SCREW WINDOW LIT BUTNOTREQUIRED) TO PROVIDE A FLUSH MOUNTING & ALUMINUM ULaNUMEXTRUSION M WEATHERSTRIP. 1/8' ACRYLIC LITE SURFACE RAN HORIZONTALJAMBSDONOTTRANSFERLOAD. SECTION B-B STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL. END STILE 20 GA. GALV. STEEL INTER. STILE SECTION A -A (SIDE NEWT VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR /8x3(10 PAN HEAD SCREW MOLDEDINSIDE (10 SCREWS PER LITE) 1 l END 2. 000 SI MIN. CONCRETE COLUA r F STILE 3/ 8'xt SLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAINER INTE C-90 BLOCK OR 2.000PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STIL 1/4'x4' TAPCON SCREWS ON 24' CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO ONE SNAP LAP LATCHONATTRACK. SLEEVEANCHORS, 1' O.D. MIN. WASHERS REOUIRED EACH SIDE OF DOOR. WITHTAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE MOUNTINGSURFACE. HORIZONTAL JAMBS DO NOT HANDLE TRANSFERLOAD. OUTSIDE KEYED 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) 14x5/ 8' SHEET METAL SCR 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) 14x5/ 8" SHEET METAL SCREWS AND 4) 1/4'x3/4' SELF TAPPING SCREWS PER ENO HINGE. PREPARATION OF JAMBS BY OTHERS, -2 DNA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SELECTION C-CC-CNOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF i RECORDFORTHEBUNGINGORF STRUCTUREAND IN ACCORDANCE MARK WESTERFIELD. P.E. ! WITHCURRENTBUILDINGCODESFORMELOADSLISTEDONTHIS DRAWING. NORTHFLORID P.E. NA P.E. NORTHCAROUNAP.E. /23832 4 3 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. HANDLE f r I id END1 SNLE OUTSIDF KEYED IOCI( INSIDE HANDLE LOCK BAR LOCKING DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. OUTSIDEKEYEDLOCKTESTLOADS: +37.5 P.S.F. & -48.0P.S.F. SNAPLATCHIOCKOPTIONaxn.. onrucx .Aa aam w AL2 amvxHeal. PART NO.: - d1, aLnvbA °w^WnA,O..W`G, a.a.eo.u°wcTn .obt. UN.a. SwtAd Otnr-iw 312 WdnA R SLiw I6MIDEAL Td a1-CI3-38I-/800TOLERANCES ,Gndali ON452020 - 1.03 " um Wall 0mn1L Fm Ho. I-SIS-762-3519 s.eF— .00 1.015 xrw A pb ,xns.,w, ra.. w DESCRIPTION: MODEL 6RST Wa 9-0 x 8-0: +25/-32 DESIGN LOAD GOO 1.0050000 . 1.001 DRAWN BY: BMM I DATE: 4/18/00 SCALE: Nis DWG. rnira A11/7 ngle CHECKED BY: LNNNI DATE: 4/1e/00 SHEET I OF I SIZE Proja:ti_ - UN- Swt H)1 -i. tnAENsogreeCns ARE In wDim.1 DWG. NO.: 102137 1 REV. NO. 1 2 no-,, B,\aa- r I: 7iI I, vrl/ s.4.. A A