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Home My WebLink About265 Clydesdale Cir 02-890 New SFHPERMIT ADDRESS I JA A ri I Q CA. Ir CONTRACTOR D R Hortoneltine Nat'l Dr #102 az ADDRESS Orla ndHo, FL 32822Orla 407)957-9101 C13C 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR VV OL `A u 5 - MECHANICAL CONTRACTOR DFX1 PLUMBING CONTRACTOR IQU MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE C7 d SUBDIVISION i in in in PERMIT # 2go !M V DATE3 2S Z C14 PERMIT DESCRIPTION AJJA4ri#1 PERMIT VALUATION 04 2 SQUARE FOOTAGE 3NI W CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 265 CLYDESDALE CIR for which permit 02-00000890 has heretofore been issued on 6/07/02 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 n,:l . !- \. rZp ;1 ,,, complies with all the building, plumbing, eledt`rical, zoning -arid subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes DATE APPROVAL DATE BUILDING: I FIRE: Finaled { r i/ i ,1 ; i(-= ) Inspected ZONING: Inspected \ UTILITIES: G tf IT Water Sewer Lines In 9 3 Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage ! 'i ' l Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs -' ,? ' Y . Lights 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 AMOUNT 7 12 02 7/15/02 6/10/02 9/10/02 7/09/02 6/10/02 6/10/02 6/10/02 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 No FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEII)ROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNEI,t INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME I Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 14PVW CLYDESDALE CIRCLE CITY STATE I ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 44, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LA I I I UUE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): tF' or ##.####in NAD 1927 NAD 1983 1 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME l I FLORIDASEMINOLECOUNTY120289SEMINOLE B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 136. FIRM INDEX DATE EFFECTNE/REVISE D DATE B8. FLOOD ZONE(S) Zone AO, use depth of Iloocing) 0045 E VID95 4/17M I A,X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. i FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 AVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No Designatbri Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under ConstuciIion* Finished Constnrction A new Elevation Certificate will be required when construction of the bullring is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, ARIA, ARIAE, AR/A1-AW, ARIAH, ARIAO Complete Items C3.a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B. convert the datum to that used for the BFE. Show field measurements and datum arnersion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Coin rents Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 34. 6 ft.(m) m o b) Top of next higher floor NIA. fL(rm) o c) Bottom of lowest horizontal structural member (V zones only) WA. ft.(m) o d) Attached garage (top of slab) WA. _ft.(m) 88 E 2 o e) Lowest elevation of machinery and/or equipment LL: m servicing the building (Describe in a Comments area) WA. _fl(m) E o f) Lowest a4acent (finished) grade (LAG) WA. fl. (m) Z' .9 o g) Highest adacent (finished) grade (HAG) WA. _tt.(m) o h) No. of permanent openings (flood vents) within 1 R above adacent grade 0 A2 o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect autho•ized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME JAMES K. EKERN ILICENSE NUMBER 5899 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREET, STE.180 ORLANDO FL 32801 SI6 TURF DATE TELEPHONE 6/5r02 (407) 426-7979 IMPORTANT: In these spaces, copy the corresponding information from Secborn A BUILDING STREET ADDRESS (Inducing Apt., Unit, Suite, arxl/or Bldg. No.) OR P.O. ROUTE AND BOX NO XXX CLYDESDALE CIRCLE For Insurance Company Use: CITY STATE I ZIP CODE I Cc -nny NAIC Number SANFORD FL + SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/cormpaimy, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL I i Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this Icertificate 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 or enclosure) of the building is IL(m) _in.(an) above or below (check one) the highest adacent grade. (Use natural grade, if available). i E3. For Building Diagrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ IL(m) _in.(c m) above the highest adacent grade. Complete items C3.h and C3.i on front of form. I E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodfplain management ordinance? Yes No Unkn4. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S RE13RESENTATWP 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 or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY , STATE , ZIP CODE SIGNATURE DATE; TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certily elevation information. Qndcate the source and date of the elew Lion data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The foilowing information (Items G4-G9) is provided for community floodplain management purposes. GA. PERMIT NUMBER I d5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _fl.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME ;TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments IN1rNM11BI1 NY11iNINWN IINIMYIiNINQ 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 141WOE MORRE, CLERK OF CIRCUIT COURT BEMINM E CIRIM BK 04374 PG 0273 CLERK'S # 2002858814 RECORDED 04/09/U:008 Ol 46i55 PM RECORDIN8 FEES 6.00 RECORDED BY L ftinlay 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. DescriPiiopp.QQf ppropperty: Lots) 32,(44)55, 84, and 86 Bakers Crossing Phase 1 Plat Book 60, Page(s) 27- 29, Public Records of Seminole unty, 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 CERTIFIED COPY Owner's interest in site of the improvements: Fee Simple MARYANNE MORSE CLERK OF CIRCUIT URTC Fee Simple Title Holder (if other than Owner): SEMI OLE CONName: Phone #: DA Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 AD 9 2UU2Surety (if any): .I 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 in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 by. 4ztJ4,-J Robert A. a son, Assistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregointrument was acknowledged before me this 4aeFa day of ,200Z byyWiRobert Al. Lawson, Assistant Secretary of D.R. Horton, Inc..ware Corporatio , on e a o the corporation. She is personally known to me. Notary Public, State and County Aforesaid KIPATRICIAL. COULTON EXP. 7/26/2002 CC 782427' f4awn (t other 1.0. Notary Seal CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: 02-_13670 Date: (01 2 (a I lo The undersigned hereby applies for a permit to install the following electrical: Owner's Name: Address of Job: Ckid eSd-c de Cr. Lof q 4 Electrical Contractor: _W wC-`!-etz U-0 91n. C— Residential: Non -Residential: Number Amount Addition, Alteration, Repair (Residential « Non -Residential) New Residential: AMP Service S i New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Description of Work: Application Fee: S10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Co_de. Applicant's Signature E2 - oo 152-y2— State License Number CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: 0--iff 0 Date: - ; © Z- The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: R ie%GY CJV S e*/k fSs Address of Job: 1-0 s C 4 OGS U4L E el ocC G C Plumbing Contractor: Residential: Non-mesicenuar Number I Amount Addition Alteration Repair Residential & Non -Residential New Residential: One Water Closet o Additional Water Closet O. Commercial: Minimum Permit Fee $25.00 Fixtures Floor Drain Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. App cant's Signature G-Cosocb (o State License Number CITY OF SANFORD MECHANICAL PERMIT APPLICATION 9- o •o z Permit Number: _/OZ Dellate: The undersigned hereby applies for a permit to install the following equipment: Owner's Name: Address of Job:d'JS Mechanical Contractor: Residential I Non -Residential State License Number IMPACT, F f t . T'ATEKNT asut0 BY CITY UP SANfinItO STATER MT NUMAJ loi -74524# UNIT .A2VAfW s ow'l- ti xQNd'9 4URISDICTINUS9, suad" teams moow ,;, i- oo.*t PLAT 8=fit ,.... PLAT 800R PM x D A T E z P 4p C EL 9 r.,.....,...«,..._ TRACT& WWI"" of .,,,;,..r»,-d- _ OWNER h "le`s4PP,I 1+Rh+' l wi91 1V+i1 r+!f ww.7M'wMM.wTr w wsRri 1+ ,k.!wi wRwlAl iillMMieMY/lliw tilwr 9w,wU S t xMrQRL A.un,. r.......n!-.,,.i:.a` INT 01 wr.y.w•........n.....r..ar,w,;r....,+.„....,t+Ywa rr...nrr.....w.. i J OOR S$ Y M+ 1+1w..rr.y i r7 f!iwyiw.+rtr..Na..IMM w Y4 a7Y1+w wr..rY1..Riw li llwo..„il,.r,w ww+w.It Iw.Y lwbi.r.w i w w rw..,r L, AN6 US9 CATbG0RYr 001 - SINOtf PAgILY DETACHPO HbUSE TYPE U$E2 XE3IDWI,AL WAK OPSCRIMON1 Brh"k 0AMILV !ggSV3 011TACNF0 4;"STAVCTION 4r, 1•r..1r,.1aiA+A.Fu.... .r.+.er..wow.-6.•I.wiwp..rw.q w....1 p.1 1R«. .r.,: 8E 1.SP1fi fi SEE 'iM1T N,1T`E 8 A fi F1 10AOF TYPe DIST SCHODU1re DISC* UN,sT OF. UNITS rARTIRIALS c0« NIOI a OWL UNIT 1 T09,00 ,1 'TO3WOjo COLLECTOR.. 1400H a DAL UNIT 1 42.80 1 1 142,6 0O LTBMAIRY co-- wXo-E a Usti. UNIT i 54mQQ 1 s 54000 U10OLS Cc - WIDE ,u OWL UNIT $10304*00 ' 1 3 19304000 AMOUNT VU* STAT84'T • I 1 *$0; LeA3F PRINT NARE) NOTE, TO. 4tB0&TVt*G SIGNATORYlAPOLICA,N74 FAILURE Y 1 IPv OWNER 4XV ° 1w11VR8 7114ELV PAV'149NT MAY ASSULT IN 'M`GUR RlAWITY FOR TWF '099, y+ow r i 2" APPi ! CAN'S 4-+G ou"IrY PE.A40NS AAE ADVISVO THAT THIS IS A SYATIMONT OF FEC.1 WHICm . A Rtf' We AkO P.ATASLE- PRIOR TO TSSUuA14CIE Of A SWILDINO P MIT* 01IRSONS A13R8 ALSO JA0V1690 THAT ANY 4I614T3 Of -TH* APPLICANT* 09 qi 00% To APpSAL T CAL VLATl+N1 OF, T"r * mo . mAky 4YSfi E" A t, r A1x011s ( scomo t"ACC' roes PT at fttitlU IdAl''!" ON 11WEST '41T)UN AF tALA jAirsolcAli AYS OFr" r T lims f; stoNAV09 , 900 A"Vt NOT T LA TO d N OR of IKdUlesu ,AikY. TNt R1E 4 e T OAR Revs o musir xNav, Tma *001imme TO vu - w Una OAS, 4L me vN aids Aaw WINA NL mayNS pticxed upto Rillto F m 'tjg 0LW'$0klA#MTA4N aOP tt D NM741 V" 104A'IRIM SHWAQ 8E Sti CMS k - bA ' 00,110 MAN,. O10SHM 0. UIVIRA ICE, , P. !Tt fi I U SEit N C1Ttr EU1lCiINO PEAT 11 #kT .'TM i• TOf _ ' ' THI$ STA EXINT IS VALID ON Y 10 tQ4J0N;Tl0N NITH 1SSUANCS DP A*4+ PANTLY GUILDIMG IIYIIYI MINIM 1111 0III IIIItIIIIIIIIIIH 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 KWN K 009 CLERK OF CIRCUIT COURT 9E11INME COUNTY BK 04374 PS 0273 CLERK'S # 2002858814 RECORDED 04/09/M 01i16e55 PN RECORDING FEES 6.00 RECORDED BY L NcKinley 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. DescriptI f4,094ppropPerty: Lot(s) 3 44 55, 84, and 86 Bakers Crossing Phase I Plat Book 60, Page(s) 27- 29, Public Records of Seminole ounty, 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 it: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone it: Amount of bond: $0.00 Fax it: Lender: Phone It: Address: Fax #: CERTIFIED COn MARYANNE MORSO CLERK OF CIRCUIT CO ITII SEMIN E COd .. E1V4 Fax #: APR 9 20 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 by. t. Robert A. a son, Assistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2007— by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc4aeTa—ware Corporatto , on e a o t corporation. He/She is personally known to me. Notary Public, State and County Aforesaid PATRICIA L. COULTON TAR o My Comm Up. 7/26/2002 N PUBLIC No. CC 782427' P*mu% y Mown I I Odw I.D. Notary Seal AREx---,_ PEST CONiTFiX_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS N AM E AND ADDRESS C' Name A 3 000,4 4tl Address (ni gD ` — - `flZ City/State/Zip ll t,0 1 3ZQ ZZ Phone & Email aSentxicon' Colony E1W*i w5)st® 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 INSTALLATION ADDRESS: 4A SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 1E r{ it aCQ(ZZ DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEERN YHE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date eustomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4. during those years, inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the 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 and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)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 treatment may have and (2)it is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 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 or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)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; (5)retrieve, or advise DowElanco or its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any 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 fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)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 the provisions of the Uniform Arbitration Act as in force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or its designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis, and not a class wide basis. Apex shall recover 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 and 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 be relieved of any liability hereunder if Apex determines, in its sole discretion, that it is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately in writing to The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the identified Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After this Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a $5000 transfer fee payable to Apex within 30 thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 OF SANFORD BUILDING DIVISIONCITYRESIDENTIALBUILDING PERMITSUBMITTALREQUIREMENTSFOR I. Two (2) recent boundary and building location surveys showing setbacksforstructures (not fences) from all structures to property lines for permitdesigndrawings drawn to scale, 2. Two (2) complete sets of construction Complete sets to include: Foundation plan iihlcclnforccrooter walls. Provide side view details mcnt barfora. replaccmentgoftheserooterswt Floor indicating interior wall partitions and room identification, b. planroomdimensions, door, window, and/or opening sizes, smoke detector, Bathroom fixtures andlocation(s), landings, decks and stairs. distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) of all exterior walls, east, west, north and south. FinishC. Elevations floor elevation height as per City Engineering Department or subdivision plat. Cross sections of all wall sections to be used in the structure. Bearing d. non-bearing inter and exterior. Show all components of wall section. conventionallyframed. Plan to e, Framing plan for floor joists where Indicatespan, 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. Stairdetailswithtreadandriserdimensions, stringer size, methods of Og. attachment, placement of handrails and guardrails. h. Square footage table showing footages: S.F. Garages/ Carports S.F. Porch( s)/Entry(s) p 1 S.F. Patio( s) 2s--;IL2 S.F. Conditioned structure 3 S.F. 3. Total ( Gross Area) Three ( 3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: n. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Snnford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. 2. Footer Underground, electrical, mechanicnl and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beatbs - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / fircwall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE Dy Owner or Authortzed Agent) A.B. MESIGN GROUP, INC. 1441 C,R. *427 NORTH LONOWOOC. FL -A. 32750 PH.- (407) 774-9078 FAX- (407) 774-4078 BAKERS CROSSING LOT# 44 2879"-L REVISED SQ.FTG. C SQ.FT. CALC.9S LIVING (IST.) 1708 SCE. FT. LIVING (2ND.) 1164 SQ. FT. TOT. LIVING 2872 SQ. FT. GARAGE 401 SCE. FT. ENTRY 21 SQ. FT. PATIO 54 S(`. FT. TOTAL 3348 SQ. FT. OPT. LANAI 120 SQ. FT. MAR O42002 3/l /Q2 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 42.08 21752.4 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 16633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adajcent 622.0 0.7 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 2091.0 0.60 1254.6 Under Attic 19.0 2091.0 1.10 2300.1 Base Total: 2091.0 1254.6 As -Built Total: 2091.0 2300.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p) 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 As -Built Total: 4656.1 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 60742.2 Summer As -Built Points: 57716.6 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 60742.2 0.3577 21727.5 57716.6 57716.6 1.000 1.00 0.975 0.975 0.341 0.341 1.000 1.000 19182.2 19182.2 EnergyGauge"" DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 2872.0 4.79 2476.0 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adajcent 622.0 1.8 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 2091.0 0.60 1254.6 Under Attic 19.0 2091.0 1.00 2091.0 Base Total: 2091.0 1254.6 As -Built Total: 2091.0 2091.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p) 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 As -Built Total: 412.8 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7121.3 Winter As -Built Points: 11104.3 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Heating Points 7121.3 1.0730 7641.2 11104.3 11104.3 1.000 1.00 0.998 0.998 0.471 0.471 1.000 1.000 5216.4 5216.4 EnergyGaugeT" DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , BASE PERMIT #: 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 21727.5 7641.2 10256.0 39624.71 19182.2 5216.4 10494.5 34893.2 PASS EnergyGauge' rm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1 , / cA e< midi roATinu RFntIrTWIM rnMP1 IANCE CHECKLIST PERMIT #: COMPONENTS v SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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 reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. U/1-41L V In" .F% xlr as." CHECK COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate 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-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.6 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A No _ 2872 ft' c. N/A 319.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ft' b. N/A R=5.0, 173.0(p) ft _ c. N/A R=11.0, 460.0ft' _ 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft' _ R=1 1.0, 785.0 W _ b. N/A R=11.0, 622.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: 4 Date: 2 S OrL Address of New Home: 2Ce5S 0" • City/FL Zip: nak Fk32 Cap: 58.0 kBtu/hr _ SEER: 10.00 Cap: 58.0 kBtu/hr _ HSPF:7.25 _ Cap: 50.0 gallons _ EF: 0.86 _ O4gtIE Sr4 6 a° o 3 f C00 we NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPADOE EnergyStar"'fdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at wwwfsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 T'roject information For: DR HORTON Notes: Information.: Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40112 Btuh Ventilafion air 0 cfm Ventilation air loss 0 Btuh Design heat load 40112 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2872 2872 Volume (ft-) 22976 22976 Air changes/hour 0.7 0.4 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Outside db 93 OF Inside db 75 OF Design TgD 18 OF Relative Humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 34420 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 35187 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 8118 Btuh Total equipment load 43304 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 80.0 AFUE Heating input 0 Btuh Efficiency Sensible cooling 0.0 EER 0 Btuh Heating output 0 Heatin temp rise 0 Btuh OF Latent cooling Total cooling 0 0 Btuh Btuh Actual eating fan 2000 Heating air flow factor 0.050 cfm cfm/Btuh Actual cooling fan Cooling air flow factor 2000 0.058 cfm cfm/Btuh Space thermostat Load sensible heat ratio 82 Bold/Itallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W r agp ll" ltsOf C Rlght-Suite Residential*" 5.0.33 RSR26016 2000-Oct-16 12:37:24 4(;Ck 2879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED0110-3-97 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation` 1. Winter infiltration AVF 0.7 ach x 22976 ft' x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 OF Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 357 ft2 Total window = 26.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 22976 ft' x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x153 cfm x 18 OF Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 357 ft2 Total window = 8.5 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 153 cfm = 4526 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 34420 Btuh Sum of ventilation and structure loads = 35905 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 35187 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 8118 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldgtallc values have been manually oveMdden Printout certified by ACCA to meet all requirementp of Manual J 7th Ed. WregitjtSC 'ft Rlght-Sulte Residential*" 5.0.33 RSR26016 2000.Oct-16 12:37:24 4cck 2879REV6rsr Page 1 RIGHT-J WORKSHEET Entire House v- DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746 6206 Phone: (407) 831-2665 1 J: 7th Ed. Name of room Entire House LIVING RM FOYER LOWER STAIRS 2 Length of exposed wall 314.0 ft 29.0 ft 14.0 ft 11.0 ftJ4MANUAL3Roomdimensions14.0 x 15.0 ft 6.0 x 8.0 ft 11.0 x 4.0 ft Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Cig ft') Htg I Clg ft') Htg I Clg ft') Htg Clg 5 Gross a 14E 4.6 2.1 1080 232 48 0 0Exposedb122.9 1.9 920 64 0 walls and c 13C 3.2 1.2 640 0 64 88 partitions d 0.0 0.0 0 0 N N.. 0 0 0e If 0.0 0.0 0.0 0.0 0 0 N. N 0 0 0 0 N. N. 0 6 Windows and a 1C 37.0 266 9831 32 1183 18 665 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0 e f 10.010 0.0 0 0 0 0 0 0'"' 0 0 0 0'"' 0'"' 0 0 0 0 7 Windows and North 25.2 99 2495 0 0 0 0 0 0 0 0 0glassdoors Cooling NE/NW ENV 0.0 62.5 0 195 0 12192 0'"' 32 0 1741 0 18 1573 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 35.0 25 875 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 38 559 378 0 0 0 20 294 199 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.01 0.0 0 0 01 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 876 4037 1804 200 922 412 10 46 21 0 0 0 exposed b 12C 2.9 1.9 785 2261 1526 64 184 124 0 0 0 0 0 0 walls and c 13C 3.2 1.2 622 1959 728 0 0 0 64 202 75 0 88 0 277 0 103 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 2091 3546 4655 210 356 467 48 81 107 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 C d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 173 2270 0 29 380 0 14 184 0 11 144 0 Note: room b 198 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter is displ. c d 1 9C 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 12 Infiltration a 26.5 8.5 357 9454 30391 32 8471 272 381 1006 3231 0 01 0 13 Subtotal loss=6+8.,+11+12 36466 3873 2479 422 Less external heating 0 0 0 0 14 Less transfer Duct loss 100 0 3647 10° 0 387 10° 0 248 100 42 15 Total loss = 13+14 40112 4260 2727 464 16 Int. gains: People @ 300 6 1800 0 0 0 0 0 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 2 1800 31291 0 0 3017 0'"' 2298 103 Less cooling 0 0 0external Less transfer 10° 0 0 0 0 18 19 Duct gain Total RSH gain=(17+18)•PLF 1.00 3129 34420 10° 1.00 302 3319 10° 1.00 230 2527 10° 1.00 10 113 20 Air required (cfm) 2000 2000 212 193 136 1471 23 7 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1'7t50fL Right -Suite Residential^' 5.0.33 RSR26016 2000-Oct-16 12:37:24 Page 1 ACCK 2879REVO.rsr RIGHT-J WORKSHEET Entire House i DEL AIR HEATING,AIR CONDITIONING,R .lob: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room LAUNDRY RM WIC SITTING RM MASTER BATH 2 Length of exposed wall 11.0 ft 19.0 ft 10.0 ft 11.0 ft 3 Room dimensions 15.0 x 6.0 ft 13.0 x 11.0 ft 10.0 x 10.0 ft 10.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ftheat/cool 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg C19 ft') Htg I Cig ft') Htg Clg ft') Htg I Clg ft') Htg I CIg 5 Gross a 14 4.6 2.1 0 88 80 88 0 Exposed b122.9 1.9 0 0 0 walls and c 13C 3.2 1.2 88 64 0 0 partitions d 0.0 0.0 0 0 0 0 e f 0. 0 0.0 0.0 0.0 0 0 0 0 0 0 00 6 Windows and a 1C 37.0 0 0 0 0 16 591 16 0 591 0 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0. 0 0 0 0 0 0 0 0 0 e 0. 0 0 0 0 0 0 0 0 0 f 0. 0 0 0 0 0 0 0 0 0 7 Windows and North 25.2 0 0 0 0 0 0 0 0 0 0 0 glass doorsCoolingNE/ NW E/W 0.0 62.5 0 0 0 0 0 0 0 0 0 0 0 16 870 SE/SW 0.0 0 0 0 0 0 0 0 0 South 35. 0 0 0 0 0 16 486 0 0 Horz 0. 0 0 0 0 0 0 0 0 0 8 Other doors a 101 14.7 9.9 18 265 179 0 0 0 0 0 0 0 0 0 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 88 406 181 64 295 132 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 70 221 82 64 202 75 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 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 11 144 0 19 249 0 10 131 0 11 144 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 19C 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for slab d a 0. 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.5 8.5 18 477 153 0 0 0 16 424 136 16 424 136 13 Subtotal loss=6+8..+11+12 1106 856 1441 1491 Less external heating 0 0 0 0 14 Less transfer Duct loss 10 0 0 111 10° 0 86 100 0 144 100 0 149 15 Total loss = 13+14 1217 942 1585 1640 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8„+12+16 1 600 1014 0 256 754 1155 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10° 101 10° 26 10° 75 10° 115 19 Total RSH gain=(17+18)'PLF 1.00 61 1115 1. 00 282 1.00 830 1.00 1270 20 Air required (cfm) 65 47 16 79 48 82 74 Printout certified by ACCA to meet all requirementisof Manual J 7th Ed. wrightSofC Right -Suite Residential*" 5.0.33 RSR26016 2000-Oa-16 12:37:24 AO AC 2879REVD. rsr Page2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room MASTER BEDRM MASTER HALL BAT FAMILY RM NOOK 2 Length of exposed wall 13.0 ft 0.0 ft 36.0 ft 5.0 ftjftRoomdimensions13.0 x 21.0 ft 6.0 x 5.0 ft 17.0 x 19.0 ft 5.0 x 17.0 43 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft i heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft) Htg Cig ft') Htg i Clg ft') Htg I Cig ft') Htg I Clg 5 Gross a 14B 4.6 2.1 104 0 0 288 64 40 Exposed b 12 2.9 1.9 0 0 0 walls and c 13 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0.• 0 e f0.0 0.0 0.0 0.0 0 0 0 0 0 0 6 Windows and a 1C 37.0 16 591 0 0 0 0 0 53 0 1959 0 0 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0f10.0 0 0 0 7 Windows and North 25.2 0 0 0 0 0 0 0 0 0 0 0 0 0 glass doors Cooling NE/NW E/W 0.0 62.5 0 16 0 870 0 0 0 53 2883 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 0 0 0 South 35.0 0 0 0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 8 Other doors a lod 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 9 Net a 14B 4.6 2.1 88 406 181 0 0 0 235 1083 484 40 184 82 exposed b 12C 2.9 1.9 0 0 0 0 0 0 64 184 0 124 0 0 0 0 0 0 0 walls and partitions c d 13C 3.2 0.0 1.2 0.0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 10 Ceilings a 16C 1.7 2.2 0 0 0 0 0 0 323 548 719 85 144 189 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 11 Floors a 22B 13.1 0.0 13 171 0 0 0 0 36 472 0 0 0 5 0 66 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter Is displ. c d 19C 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.010.0 0 0 12 Infiltration a 126.51 8.5 16 424 136 0 0 0 53 1404 451 0 0 0 13 Subtotal loss=6+8„+11+12 15, 0 5650 394 0 Less external heating 0 0 14 Less transfer Duct loss 100 0 159 10° 0 0 10° 565 10° 39 15 Total loss = 13+14 1750 0 6215 433 16 Int. gains: People @ 300 1 300 0 0 4 0 1200 0 0 0 00 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 0'"' 0 1488 0 0 0 5862 272 0 Less external cooling 0 0 0 0 0 0 18 19 Less transfer Duct gain Total RSH gain=(17+18)'PLF 10° 1.00 0 149 1637 10° 1.00 0 0 10° 1 00 586 6448 100 1.00 27 299 20 Air required (cfm) 87 95 0 0 310 375 22 17 Printout certified by ACCA to meet all requirement's of Manual J 7th Ed. wr101n t50ft Right -Suite Residential 5.0.33 RSR26016 2000-Oct-16 12:37:24 AWN 2879REVD.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room KITCHEN DINING RM BEDRM 2 UP BATH RM 2 Length of exposed wall 7.0 ft 7.0 ft 28.0 ft 11.0 ft Room dimensions 7.0 x 17.0 ft 7.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft 43 Ceiings Condit. Option 8.0 ft i heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Clg ft2) Htg I Clg ft2) Htg I Clg ft2) Htg I Clg 5 Gross a 14B 4.6 2.1 56 56 0 90 0 Exposed b 12 2.9 1.9 0 0 0 120 88wallsandc133.2 1.2 0 0 partitions d 0.0 0.0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0•""" 0 0 0 0 6 Windows and a 1C 37.0 10 370 23 850 15 554 0 0 0 0 glass doors b 8C 37.0 0 0•""" 0 0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0""' 0 0"""' 0 0 0 0 d e 0.0 0.0 0 0 0"""' 0 0 0""" 0 0 0 0 f 1 0.01 0 0 0 0"""• 0 0 0 0 7 Windows and North 25.2 10 204 23 469 0 0 0 0 0 0 0 glass doors Cooling NE/NW E/W 0.0 62.5 0 0 0 0 0 0 0 0 0 15 816 0 0 SE/SW 0.0 0" 0 0 0 0""" 0 0 0 0 0 0South35.0 0 0 0 0"""1 0 0 0 0 0 0 0 Horz 0.0 0 01 8 Other doors a 101 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 bla 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 9 Net 148 4.6 2.1 46 212 95 33 0 152 0 68 0 0 81 0 233 0 157 0 0 0 0 0 0 exposed walls and b c 12C 13C 2.9 3.2 1.9 1.2 0 0 0 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 119 202 265 119 202 265 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 7 92 0 7 0 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room Perimeter b c 19B 19C 1.3 1.1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.5 8.5 10 265 85 23 609 196 15 397 128 0 0 0 13 Subtotal loss=6+8..+11+12 1140 1905 1914 520 0 Less external heating 0 0 0 0 0 14 Less transfer Duct loss 10° 0 114 100 0 190 100 19110° 52 15 Total toss = 13+14 1254 2095 2105 572 16 Int. gains: People @ 300 0 0 1 300 0 0 0 0 0 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 1 1200 1849 0 1298 1678 421 0000 18 Less external cooling Less transfer Duct gain 10° 0 185 10° 0 130 10° 0 168 10° 0 42 19 Total RSH gain=(17+18)"PLF 1.00 2034 1.00 1428 1.00 105 1846 107 1.00 291 463 27 20 Air required (cfm) 63 118 104 83 1 Printout certified by ACCA to meet all requirement's of Manual J 7th Ed. wric)ht!SC> t Right-SuileResldentialTM5.0.33RSR26016 2000-Oct-1612:37:24 Aed- k 2879REVO.rsr Page 4 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. Name of room UP STAIRS\CLOST ACTIVITY RM BEDRM 4 15.0 ft BEDRM 3 28.0 ft14CeilngsLengthofexposedwall10.0 ft 10.0 x 5.0 ft 49.0 ft 23.0 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 ft Room dimensions Condit. Option 8.0 ft i heat/cool 8.0 It heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF HTM tg (1 HIC9(ft)HgIC9ftHIC9(ft)HtgICg t(i Area 9d ( Area Load (l EXPOSURE NoHtg Clg 5 Gross Exposed a 14 b 12 4. 6 2. 9 2. 1 1. 9 0 0 0 352 0 120 0 224 0 walls and c 13 3.2 1.2 80 40 0 partitions d 0.0 0.0 0 0 0 0 e f 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 6 Windows and a 1C 37.0 0 0 90 3326 155 5544 155 5544 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d e 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 7 Windows and North 25.2 0 0 53 1552 0 13 0 269 0 0 0 0 0 glass doors Cooling NE/ NW ENV 0. 0 62. 5 0 0 0 0 0- 30 2622 0 0 15 816 SE/ SW 0.0 0 0 0 7 334 2 0 55 0 0 0 0 South Horz 35. 0 0. 0 0 0 0•"' 0 0 0 0 0 8 Other doors a 101 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 9 Net exposed a b 14B 12C 4. 6 2. 9 2. 1 1. 9 0 0 0 0 0 0 0 262 0 755 0 509 0 105 0 302 0 204 0 209 0 602 0 406 walls and c 13C 3.2 1.2 80 252 94 40 126 47 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 50 85 111 460 780 1024 150 254 334 192 0 326 0 427 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0. 0 0. 0 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 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22 13.1 0.0 0 0 0 0 0 0 460 0 589 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room Perimeter b c 19 19 1. 3 1. 1 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for slafloors)b d 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 12 Infiltration a 26.5 8.5 0 0 0 90 2383 766 15 397 128 15 397 128 13 Subtotal loss=6+8..+11+12 337 7959 1508 1879 0 Less external heating 0 0 0 0 14 Less transfer Duct loss 10 ° 0 34 100 796 100 151 100 188 15 Total loss = 13+14 370 8755 1659 2067 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 0 0 0 0 0 17 App . @ 1200 Subtot RSH gain=7+8..+12+16 0 0 205 6855 990 0 1777 0 Less external cooling Less transfer 0 10° 0 20 10° 0 0 685 10° 0 99 10° 0 178 18 19 Duct gain Total RSH gain=(17+18)-PLF 1 00 225 1:00 7540 1.00 1089 63 1 00 1031 1955 114 20 Air required (cfm) 18 13 437 438 83 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr- joInC- Ft Rlght-Suite 5.0.33RSR26016 2000-Oct-1612:37:24 ACZ5A 2879REVD.rsr Page 5 RIGHT-J WINDOW DATA I DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING RM a n w a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 32.0 0.0 FOYER a n w a c n 0 n 1 1 90 1.0 4.0 7.0 8.0 87.4 8.0 0.0 a n w a c n 0 n 1 1 90 1.0 4.0 5.0 2.5 87.4 10.0 0.0 LOWER STAIRS LAUNDRY RM WIC SITTING RM a n s a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 30.4 16.0 0.0 MASTER BATH a n e a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 54.4 16.0 0.0 MASTER BEDRM a n e a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 54.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n e a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 54.4 53.0 0.0 NOOK KITCHEN a n n a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 20.4 10.0 0.0 WPIG]iltSOft Rlght-Suite Residential^' 5.0.33 RSR26016 2000-Oct-16 12:37:24t Page 1 2879RE rsr DINING RM a n n a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 20.4 23.0 0.0 BEDRM 2 a n e b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 15.0 0.0 UP BATH RM UP STAIRSICLOST ACTIVITY RM a n w b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 87.4 30.0 0.0 a n s b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 46.4 60.0 52.8 BEDRM 4 a n s b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 15.0 13.2 BEDRM 3 a n e b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 15.0 0.0 I,,- W rl htSOft Right -Suite ResldentlalTM 5.0.33 RSR26016 t 2000.Oct-16 12:37:24 A 2679RE rsr Page 2 OPT. WA 94i8 LpHT ILL. DOOR OPT A / COACH LIGHT Fi e.S P1pp2- P IO-n#aB-4q PfA F-DJ: H p 3C:6 EM yr 0 2rn r'e fit! 1 31A. LZ PLG=i 1l % OrZ,rc-r ELEC 5 ELECT) EWITCH S, nrwe S• POUR U CHILRt DRACK a. TRACK 0 GAR5A a iivv DU 4. WATER! 0V O o Ir1dUlT 6MCIA TELEve A TELEM t=FLOUR1 DOWVI m ADAM l vAW I I • , I I III I L—L------LJ Limited Power Of Attorney r II p ILl re l IIhearbynameandappoint: Craig Coulton andCL each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and apply t ; The Building Dept. of: c j rd, 1-1 For a residential permit for work to be performed at: Lot # : Subdivision : Vlk'Us Cross, i Address: ZCd6 Q— And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number r, "-v C4 Signature of Contractor This foregoing inst ume t was acknowledged before me this: Date: --2 7 16Z By: Richard B. Ladd ( Contractor ) Who is person.a.11 own to me. (( OUT", PATRICt LA . CAULTON. Stat of Florida MyC—m Ev. 7/2&2002 No. CC 762427CountofOrangeI t Known t) oar t.o. 77 ota ublic Sig ure Notary Seal CITY OF SANFORD PERMIT APPLICATION Permit No.: Date: Job Address:1- Permlt Type: Building Electrical Mechanical Plumbing Fire Altt viiSprinkler Description of Work: FR. Additional Information for Electrical & Plumbing Permit: Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (/1 of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines 3 y 12y ZS 0 ° or U` Occupancy Type: Residential _Commercial d al Tot Sq Ftg: 42- Value of Work: S Type of Construction: B rY` Flood ne,.N ber of Stories: Z Number of Dwelling Units: 1 Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: P ZQN Srl0 P2 22-4A, N 2- tJPMC)o >k -2 { LOol 1 t /1N`sX Contractor/Address/Phone: iC PD e> 2 es -Gloi C 055 D - }iN >` j 2 S l 02 Q2 Rc',p. F 1— State License Number: C Contact Person t AT—q CO 0 t `) Phone & Fax Number. CPr ' - l01 ci ZZ Title Holder (If other than Owner): N % - Address: . BondingCompany: NX Address: Mortgage Lender: Address: Architect/Engineer A •6. 10' E 0 C B 0J9 Phone No.: Address: 1401 NSR• 54 50, . 1(5)11. PIkwM ia-: . A 32a \ -A- Fax No.: 40 4 ('294 - 4 O=-a Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in 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 FOP, IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDiNO YOUR NOTICE OF COMMENCEMENT. N TI E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other go%crnmcntal entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the propMof the requirements of Florida Lien Law, FS 713. fi" yAl';UCIAL.000LTON rc.r o My Comm Exp. 7/26/2002 No. CC 762421 l Yu 7vn I 1 otha I.D. Owner/Agen'`i 1 ` Peo' er y own toMe or Produced ID of Contractor/Agent Date Date PATRICIA L. COULTON My Comm Exp. 7/2612002 No. CC 762427 d'perscn.-INS<nawn I) other I.D. Contractor/Agent is V Personally Kno%%v to Me or Produced ID APPLICATION APPROVED BY: 6 /C'S' Datc: "3._ / - o - Special Conditions: C,ygC u PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 265 CLYDESDALE CIR for which permit 02-00000890 has heretofore been issued on 6/07/02 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY D 1 kc,Ciro (- OWNER 6/10/02 6/10/02 6/10/02 6/10/02 6/10/02 6/10/02 6/10/02 6/10/02 279.61 91.93 16.74 847.00 16.74 1384.00 650.00 1700.00 1 T lc.( I .' ) LJ z1 3 BUILDING OFFICIAL / DA-PE REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE \ - \\-o-C 3 PERMIT #0 a -PRC) ADDRESS O/ C 9" SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering_\-p or 03 Public Works Utilities Conditions: (to be completed only If approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE PERMIT # ADDRESS SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 E"= Iunii- ffpavcd Ialio w/ o 4a5g48 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works 1 7`oz Utilities Conditions: ( to be completed only if approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE \-\o - O3 PERMIT # - _Re ADDRESS -D l o SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: _ (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fema Rec'd Public Works Cert. of Elev. Rec'd Utilities Bldg. Inspector Apprvd r/Z Z/o 3 c lConditions: (to be completed only if approval is conditional) & LMBC0401 CITY OF SAMFORD Address Misc. Information Maintenance 1/21/03 08:43:22 Location ID . . . . . . : 230855 ' Parcel Number . . . . . 18.20.31. - - Alternate location ID . Location address . . . . : 265 CLYDESDALE CIR Primary related party BAKERS CROSSING SUBDIUISION T e information ress Enter. Special notesySequenceCodeCF45AppFree -form information Date 1.00 CSUC UT LOT 44 61202 2.00 CSUC UT SW DE U FEE %700 00 WA DE U FEE 650.00 61202 3.00 CSUC UT BP02-890 PD 6-10-02 SEE REC#5344 61202 4.00 CSUC UT 3i4" WA METER SET FEE $190.00 PD 6-10-02 61202 5.00 CSUC UT REC#5344 6120 6.00 — 7.00 — 8.00 — 9.00 — 10.00 — More... F2=Add F3=vxit FS=Notes dis lay F6=Change display F9=Parcel Notess7 F10=Subd1usion Notes Fit=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CtRTIFICATE Read the instructions on pages 1- 7. . O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION For InsuranceCorrpny Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Incuding Apt., Unit, Suite, arxUor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 44, BAKERS CROSSING, PHASE 1 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): 90 - ##' - ##.#IP or ##.####In NAD 1927 NAD 1983 D USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER 132 COUNTY NAME 133. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATEI EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045 E 4117195 4/17,95 A - B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Detemuned ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building lasted 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: Constnulion Drawings' Building Under Conshc ion' ished Construction A new Elevation CerUf' mcate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. 9 no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A3Q AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, ARIA1-A , ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Camtmermts area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 ConversionlComments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 34. 6 t(m) o b) Top of next higher floc 43.1 ft(m) 0 o c) Bottom of lowest horizontal structural member (V zones only) N/A.A(m) c c o () Attached garage (top of slab) 34. 1 ft(m) w R o e) Lowest elevation of machinery and/or equipment a servicing the building (Describe in a Comments area) m) E R o f) Lowest adjacent (finished) grade (LAG) NC m) Z N U. o g) Highest adjacent (finished) grade (HAG) 33. 6 ft(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and seated 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 test efforts to interpret the data available. I understand that anv false statement may be punishable by ring or imprisonmentlundep 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR / A ) / LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER / ` COMPANY E, ME CAN SURVEYING & MAPPING, INC. ADDRESS (fTY)'— STATE ZIPCODE 320 E. SOUTH ST E.180AA ORG4N00 FL 32801 SIGNATURE DATE'TELEPHONE 12/17/02 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Sutte, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO.. Policy Number 265 CLYDESDALE CIRCLE CRY STATE ZIP CODE Company NAIC Number SANFORD FL 32772 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenlfoompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The lop of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(an) above or below (check one) the highest adjacent grade. (Use natural grade, 9 available). E3. For Building Diagrams 6$ with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(am) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: It no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or.ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) old sign below. G1. The information in Sedion C was taken Qom other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to ca+ity elevation informa'iom. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section'E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (nciuding basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS CJ k here if aft, Junents FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT OF SURVEY DESCRIPTPON: -(AS FURNISHED) LOT 44, BAKERS CROSSING, PHASE 1 AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1" - 30, GRAPHIC SCALE 0 Is 30 NOT PLATTED PER THIS PLAT 4Y} O 3 POINT ON PLAT BOUNDARY S89'21_24'_W _ 25.00' U O N I 0 r Va3 I Off'.': O U) O r Z' LLB 1 0 IJ U WI I 3 -. 1 1 I N 1 In Z 1 o3 Z 14O IZ6 UK ILt C' 1 BELGIAN PI WAY NOTE: S89'27F149"E m1.3' r• 3 7, I , 25.5' n o 0 1 nVIE I0 z I I U W 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-16-02, UNLESS OTHERWISE SHOWN. 125.58' T I:.J 5' DRAINAGE EASEMENT 53.0, ES e ol-d8A Itk'o o Q c pg W d 6.0' F6mZ; N O I II 5' DRAINAGE EASEMENT N 89'2 7'i4911 W 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 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN AND ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVEVATIONS SHOWN HERE ARE BASE ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 44 BEING N 89'27'49" W PER PLAT. FIELD DATE:) 12-16-02 REVISED: SCALE: I" = 30 FEET APPROVED BY: WRM FINAL 12-I6-02/CC 45.8 1, i i 125.98 LOT 45 0 r i LLJ Q I"- J IZ., O t— 0_ Q V_! CK 0 b p L0 d az N o o U z CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 3t. EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBd6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 FND 1/2-IRON ROD AND CAP LB /6393 (12/16/02) FND NAIL AND DISC LB #4671 (12/16/02) o FND 5 8 IRON R9QDp AND CAPLB /4 71 (12/16/02) CNA CORNER NOT ACCESSIBLE a DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION I HEREBY CERTIFY, THAT THIS BOUNDARY 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 FOR THE y FIRM M S AT LLO jF.5W #49128. DATE JOB NO. ASM32969 PLOT PLAN 1-4-02 DRAWN BY: ILOT FIT 5-2-01 JML MiTek® January 17, 2001 MiTek Industries Inc 16472 Segovia Circle North Pembroke Pines, FL 333314627 USA Fax (954) 680 4395 Phone (954) 680 6909 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 2000 software. Pages or sheets covered by this seal : Il 297479 thru Il 297506. Total : 28 drawings. Job :DR2879D ^ Builder D.R. HORTON Location :BAKERS CROSSING, LOT AT County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 28 Truss drawing. 2) Truss Index. December 27, 2001 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. r TRUSS INDEX OF JOB DR2879D Trusses included = 28 0,"\dr2879d\a.tre" 11297479 1,"\dr2879d\a11,tre" 1 1297480 2,"\dr2879d\a7,tre" 11297481 3,"\dr2879d\a9.tre" 11297482 4,"\dr2879d\agab.tre" 11297483 5,"\dr2879d\b1are" 11297484 6,"\dr2879d\bgab,tre" 11297485 7,"\dr2879d\bgab2,tre" 11297486 8,"\dr2879d\care" 11297487 9,"\dr2879d\cgab.tre" 11297488 10,"\dr2879d\d.tre" 11297489 11,"\dr2879d\dgab.tre" 1 1297490 12,"\dr2879d\dgab2,tre" 1 1297491 13,"\dr2879d\e.tre" 11297492 14,"\dr2879d\e1,tre" 1 1297493 15,"\dr2879d\f19.tre" 11297494 16,"\dr2879d\f22,tre" 11297495 17,"\dr2879d\f22a.tre" 11297496 18,"\dr2879d\f23,tre" 11297497 19,"\dr2879d\fg,tre" 11297498 20,"\dr2879d\j,tre" 11297499 21,"\dr2879d\k.tre" 1 1297500 22,"\dr2879d\kl.tre" 11297501 23,"\dr2879d\I.tre" 11297502 24,"1dr2879d\11,tre" 1 1297503 25,"\dr2879d\mare" 11297504 26,"\dr2879d\ml,tre" 11297505 27,"\dr2879d\s.tre" 11297506 No. 4.5161 0 = ' t]C 41'ATE OF tom` O R 10 J August 30, 2001 A WARNING - VerW design parameter: and R&W NOTES ON rffi8 AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consull QST-BE Quality Standard, OSS-89 Bracing Specification, and HIB•91 M iTek® Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 593 D'Onohlo Drive, Madison, WI5371 V. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 rr 0 For 4 x 2 orientation, locate plates 1/8" 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 FARTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko NNW 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 better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. _ 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 HMRO,A/R Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty y IUN 11297479 DR2879D A 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 19 1 to tional) sAug t o ustrres, nc. 1d Aug 1 Page 1.0.0 6-0-12 11.7-0 17-1.4 23.2-0 1-0-0 6.0-12 5-6-4 5-6-4 6.0-12 Scale = 1:42.8 4x6 = 4 6.00 r , 2 2x4 \\ 20 3 5 6 2 Ig 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-10-13 15-3.3 23-2-0 7.10-13 7.4-5 7.10.13 Plate Offsets LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) -0.07 8 > 999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1078/0-1-8, 2=1169/0-4-0 Max Horz 2 = 144(load case 3) Max Uplift6=-345(load case 4), 2=-437(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8 =1507, 7-8 =1037, 6-7 = 1525 WEBS 3-8 =-351, 4-8 = 529, 4-7 = 546, 5-7 = -367 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 it by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 6 and 437 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard XpE .. J No. 4 5161 0 : STATE OF r ORIOA 1 S i L August 30,2001 Awwnmm - vert& design pamnseten and R&w xoras oN TBis AND navand3a tams Barons vsa. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent btbcing of the overall structure If the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. election and bracing, consult OST-88 Ouallty Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D•Onofrio Drive- Madison, WI53719. 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. For 4 x 2 orientation, locate plates I/e" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. 0 Q 0 U a 0 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 FARTH 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 40 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 4 FORM018,019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. Im! 0 MiTeko O Err* PANEL TM CLIP HMRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. r Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty y 11297480 DR2879D A11 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI33331-4627. 1 1 optional) s Aug 22 2001 Mi ek Industries, Inc. Wed Aug age 1 1-0-01 5.9-4 If-" 12-2-01 17-4-12 23-2-0 1.0-0 5.9-4 5.2-12 1-2-0 5.2-12 5-9-4 Scale: 1/4'=1' 4x6 = 4x6 = 4 5 6.00 12 3x4 i 3x4 3 6 d 7 2 3x4 = 11 10 9 6 3x4 = 2x4 II 3x4 = 5x6 = 2x4 II 5.9-4 11.0.0 12-2-0 17.4-12 23-2-0 I 59-4 52.12 1-2-0 5.2.12 5-9-4 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.07 10 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-3-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1071 /0-4-0, 2 = 1 167/0-4-0 Max Horz 2= 139(load case 3) Max Uplift 7 = -340(load case 4), 2=-438(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3.4=-1341, 4-5=-1124, 5-6=-1342, 6.7=-1933 BOT CHORD 2-1 1 = 1624, 10-1 1 =1624, 9-10 =1 124, 8-9 = 1638, 7-8 =1638 WEBS 3-11 =132, 3-10=-579, 4-10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 7 and 438 lb uplift at joint 2. 5) This truss has been designed with ANSI/fPI 1-1995 criteria. LOAD CASE(S) Standard No, 4.5161 4C 0'; STATE OF S` Z 0 R tOA!''`' ANAL August 30,2001 Awmmm - ver{ fy design pammrcem and READ Nams ON rms AND R6vwm SWE BEFORE USE. Design valid lot use only with Mffek connectors. ihb 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 tncotporatlon of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing 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 M iTe k® Handling tnstallinq and Bracing Recommendalionavallable from Truss f le Institute, 583 D'Onotilo Drive, Madison, Wl53719. 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 plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye1/8" c J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc other. 03WEBS Place plates on each face of truss at eacha*For 4 x 2 orientation, locate X h o joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a IJ5 at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices I/4uC,uo at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 0$ 01' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke FORM018,010 Z'-`® fMR0,4/R TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. r Job I I russ Truss ype JUNAIDIE BUDIMAN PE #45161 ty Y HORTON 16472 Segovia Cir. N. 11297481 DR2879D A7 ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) s Aug 22 001 Milek Industries,Mile Inc. Wed Aug age 1 s 3-9-4 7." 11.7-016.2-0 19-4-12 1 23-2-0 FILI:Os 1 1. 0.0 3-9-4 3-2-12 4-7-0 4-7-0 3-2-12 3-9.4 Scale = 1:41.3 Sx8 = 2x4 11 5x8 = 4 5 6 6. 00 12 2x4 2x4 i 3 7 n d8 2 1 p G 3x8 = 11 10 9 3x8 = 3x4 = 5x8 = 3x4 = 7- 0-0 11-7-0 16.2-0 23-2-0 7. 0-0 4-7-0 4.7-07-0.0 Plate Offsets 4: -1 1 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.18 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.28 10-11 >971 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANSI95 list LC LL Min I/deft = 360 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-1-0 oc purlins. 4- 6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 8 = 2176/0-4-0, 2=2267/0-4-0 Max Horz 2 = 103(load case 3) Max Uplift8 = -948(load case 4), 2=-1040(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4192, 3-4=-4021, 4-5=-4291, 5-6=-4291, 6-7=-4021, 7-8=-4192 BOT CHORD 2-11 =3696, 10-11 =3645, 9-10=3645, 8-9=3696 WEBS 3-11 =-96, 4-11 =814, 4-10=814, 5-10=-797, 6.10=814, 6-9=814, 7-9=-96 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 948 lb uplift at joint 8 and 1040 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 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 613.41b up at 16-2-0, and 603. 2Ib down and 613.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6 ^ p 1 13 LOAD CASEISI Standard j 1) Regular: Regular: Lumber Increase = 1.33, Plate Increase = 1.33 I" Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-160.3, 6-8=-74.0, 2-11=-20.0, 9-11=-43.3, 8-9=-20.0 No. 4•5161 Concentrated Loads (lb) Vert: 11=-603.2 9=-603.2 STATE OF ANAL August 30,2001 AWARNINO - Vert& drrtyn paranwterst and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applkabillty of design parameters and proper Ineotpotatlon of component is responsibility of building designer - not truss designer. Btacing shown is tot loteral support of Individual web members only. Additional temporary bracing to insure stabWty cluring construction is the responsiblllly of the erector. Additional permanent brbcing of the overoll shucture is the responsibiity of the building designer. For general guidance tegarding fabrication, quality control storage, dellvery, erection and biocing, consult 051-68 Quality Standard, DSO.89 Bracing Specification, and HIB-91 M iTek® HandlingInstallingandBracingRecommondatlonavailablehornTrussPlateInstitute, 5113 D'Onofrlo Drlve. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 10, 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. W, T 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of 0 truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. 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 ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 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 /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 MiTeke TM PANEL CLIP FORM018,019 Jf=RO,Ji11IR® 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. t o russ truss ype JUNAIDIE BUDIMAN PE #45161 tY Y HORTON 16472 Segovia Cir. N. 11297482 DR2879D A9 ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) s Aug 2 2 VOW—M17 eA Ind,sines, Inc. Wed Aug age 1-0.0 4.9-4 9-0-0 14-2-0 18.4-12 23-2-0 1-0.0 4-9-4 4.2.12 5.2-0 4-2.12 4-9-4 Scale = 1:41.4 4x8 = 4x8 = 4 5 6.00 F12 2x4 . 2x4 i 3 6 d 0 7 2 LLI Ig 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9.0-0 14-2.0 23-2.0 9-0-0 52-0 9-0.0 Plate Offsets -4, - LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.07 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 1 st LC ILL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1073/0-4-0, 2 = 1 164/0-4-0 Max Horz 2 = 121(load case 3) Max Uplift 7 = -343(load case 4), 2=-435(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1756, 3-4=-1422, 4-5=-1280, 5-6=-1422, 6-7=-1756 BOT CHORD 2-9 = 1553, 8-9 =1280, 7-8 = 1553 WEBS 3.9 = -318, 4-9 = 284, 5-9 =-0, 5-8 = 284, 6-8 =-318 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 lb uplift at joint 7 and 435 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 0,E 183 No. 4.5161 STATE OF ° SSAL 4NAL August 30,2001 A WARNING - VerW design parasnetem and READ NOTES ON TIM AND REVERSE BIDE BEFORE USE. Design valid tot use only with MITek connector. 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 propel Incoipotatbn of component is iesponsdblilly of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bfaclng to Insure stability during conshuctlon is the responsibility of the erector. Additional petmonent btbcdng of the overall structure is the iesponsdblIlty of the building designer. Fot general guidance regarding fobrbalbn, quality control, stotage, delivery, election and btacing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatlonovallable from Truss Plate Institute, SB3 D'Onofrb DtNe, Madison, WI53719. M iTek® 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. A„ 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 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. WWI L O 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 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. FORM016.019 aiO1`Q-hWL @ #fMRO.A/R® I , Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 tY Y TON 16472 Segovia Cir. N. 11297483 DR2879D AGAR ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) s Aug 22 2001 MijekIndustries, Inc. Wed Aug age 6-0-12 11.7-0 17.1-4 23-2-0 1.0.0 6.0-12 5-6-4 5-6-4 6.0-12 Scale = 1:42.8 4x6 = 4 6.00 12 3 5 8 2 Ig 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-10-13 15-3.3 23-2.0 7-10-13 7-4-5 7-10-13 Plate Offsets 4: - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1078/0-1-8, 2 = 1 169/0-4-0 Max Horz 2 = 144(load case 3) Max Uplift6=-345(load case 4), 2=-437(load case 4) FORCES Ilb) - First Load Case Only TOP CHORD 1.2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2.8 =1507, 7-8 = 1037, 6-7 = 1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 6 and 437 lb uplift at joint 2. 8) This truss has been designed with ANSI/fPI 1-1995 criteria. p D O LOAD CASE(S) Standard J No, 4.5161 = ,t rig ' •it STATE OF A% OR ONA1. August 30,2001 AWARNINO - VerjN design pamrtseten and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and b for an Individual buiiding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b responsibility of building designer - not truss designer. Bracing shown b for Weral support of Individual web members only. Additional temporary bracing to Insure stability during construction If the responsibility of the erector. Additional permanent brbcdng of the overall structure Is the responslbBtty of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard. DS11-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendallon ovallable from Truss Plate Instlfute. 583 D'Onohlo Drive, Madison, W153719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 14 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 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. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C? 7C other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 ; Q joint and embed fully. Avoid knots and wane plates from outside edge of c) o_ a s' V at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at 1 /4 length(' 6" from cu C, N panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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 puriins 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. ' Err* CLIP FORM018, 019 HMRO,AZRO o russ Truss Type JUNAIDIE BUDIMAN PE #4516 ty y 16472 Segovia Cir. N. 11297484 DR2879D B1 MONO SCISSOR Pembroke Pines, FI 33331-462 25 1 optional) A s Aug 22 2001 MilekIndustries, Inc. Wed Aug age 1-e-0 5.9-12 11-2-2 16-10-0 1.0-0 5.9-12 5-4-6 5.7-14 3X4 WNVEDGE Scale = 1:50.7 Sx8 i 6 5 6.00 12 2x4 11 4 0 5x6 i cb 3 7 2x4 II cdp 8 a 3x8 % 1 2 9 3.00 F12 5x6 3x4 5-9-12 11-2.2 16-10-0 5.9-12 5-4-6 5-7-14 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 0.38 Vert(LL) -0.09 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) -0.03 5 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 5 = 806/0-3-8, 2 = 872/0-8-0 Max Horz 2=480(load case 4) Max Uplift5 = -405(load case 4), 2=-232(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5.6=-8, 5-7=55 BOT CHORD 2-9 = 1737, 8-9 = 1734, 7-8 =-0 WEBS 3-9 =109, 3-8 = -747, 4-8 = -399, 5-8 = 1355 NOTES I This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord.dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 5 and 232 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard J IPic, I t No. 4.5161 0 STATE OF OR10A:`' 01VAL August 30,2001 WARNING - Veryk design parameters and READ NOTES ON TMS AND REVERSE SLOE BEFORE USE. Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and looded vertically. Appr0coblilty 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 brDcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, de2very, erection and txocing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onof to Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 3 other. JSoWEBS 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 Z at joint locations. truss and vertical web. 00 a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromcbpanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. GeneralPtY WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. _ 15. Care should be exercised In handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 IfMRO,AIRO Job russ I russ I ype JUNAIDIE BUDIMAN PE t14516 ty y HORTON 16472 Segovia Cir. N. 11297485 DR2879D BGAB MONO SCISSOR Pembroke Pines, FI 33331-462 1 1 optional) s Aug 22 21301 MiTekIndustries, Inc. Wed Aug age 1.0-0 59-12 11-2-2 1 16.10-0 1 1.0.0 59-12 5-" 57-14 3X4 W/WEDGE Scale = 1:50.7 5xB i 6 5 20 11 6.00 12 2x4 11 2x4 11 2x4 11 4 2x4 11 II 5x6 II 2x4 11 3 7 I I 2x4 11 20 11 2x4 I I 2x4 II 2x4 II6 3xB 2 92x4 11 3.00 FIT12x4II5x6 3x4 5.9.12 1 11.2-2 16.10-0 59-12 5 4-6 5.7.14 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 Vert(LL) -0.09 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) -0.03 5 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/deft = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3.6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5 = 806/0-3-8, 2 = 872/0-8-0 Max Horz 2=480(load case 4) Max Uplift 5 - -405(load case 4), 2=-232(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-8, 5-7=55 BOT CHORD 2-9 =1737, 8.9 =1734, 7-8 = -0 WEBS 3-9 = 109, 3-8 =-747, 4-8 =-399, 5.8 = 1355 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the facel, see MiTek Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 5 and 232 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. p 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 13Di C'4;. LOAD CASE(S) Standard •. G(, •/ I P10, 4.5161 k ACeMATEOF aJVAL August 30,2001 AIVARMWO - Veft design paramstem and READ NOTES ON TBMS AND RE VERSE SWE BEFORE EM. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responslbBtty of the building designer. For general guidance regarding fabrication, quaBty control. storage, delivery, election and bracing, consult OST-BB Quality Standard, OSS-89 Broctrp Specification, and NIB-91 Handling Installlnq and Bracing R*commendallon avallable from Truss Plate Institute. S83 D'Onohb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, 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 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q3: joint and embed fully. Avoid knots and wane plates/e" from outside edge of o_ d y V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordslices Po at I/4 panel length(+ 6" from adjacent joint.) ceC, cb BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber Is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 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 BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, _ 15. Care should be exercised in handling, TM A PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. - CLIP FORM016, 019 Job russ I russ Type JUNAIDIE BUDIMAN PE #45161 ty y HORTON 16472 Segovia Cir. N. 11297486 DR2879D BGAB2 ROOF TRUSS Pembroke Pines, A 33331-4627. 1 1 optional) s Aug 22 2001 MilekIndustries, Inc. Wed Aug age 14)-o' 5-10.8 I 11-2.8 18.10-0 i 1-0-0 5.10-8 5.4-0 57.8 2x4 II Scale = 1:53.2 2xa II 11 2x4 11 10 6.00 rl2 3x4 i 9 8 2x4 II 2x4 II 7 Y2 2x4 \\ 212x4II 2x4 II 6 Sx8 i 5 4 24 2KII11 20 3 2 II 3 2xa II II it 0 3x4 = 19 18 17 16 15 14 13 12 2x4 II 2x4 11 2x4 II 3x4 = 2x4 II 2x4 II 5x6 = 3x4 = B-6-8 16-10-0 B-6.8 8.3-8 Plate Offsets t LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) -0.04 13-14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TU -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.02 12 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 12=764/0-1-8, 2=877/0-8.0 Max Horz 2 = 461(load case 3) Max Uplift 12 = -348(load case 3), 2=-248(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1210, 3-4=-1136, 4-5=-1034, 5-6=-872, 6-7=-827, 7-8=-795, 8-9=-111, 9-10=-38, 10-11 =41, 11-12=-124 BOT CHORD 2.19=992, 18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13-14=526, 12-13=526 WEBS 5-24=-383, 16-24=-417, 16.23=354, 22-23=424, 8-22=542, 8-21 =-736, 20-21 =-722, 12-20=-737, 10-20 =-94, 13-20 = -72, 9-21 = 27, 14-21 = 7, 15-22 = 129, 7-23 = -75, 6-24 = 6, 17-24 = 53, 4-18 = 90, 3-19 =-56 NOTES I This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12: 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 12 and 248 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 13 4C SPATE OF ° c A so iaL August 30,2001 A WARNIINO - Ver W design pamnseten and DEAD NOTES ON TMS AND REVERSE SME BEFORE USE. Design valid lot 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. Applicabilityty of design parameters and proper Incorporation of component responsibility of building designer - not truss IM! designer. Bracing shown is lot lateral support of Individual web membets 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 conttot storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available frbfromTrussPlateInstitute. 583 D'OnoDrive, Madison. Wl53719. M iTe k® 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 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 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 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. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or.purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, - TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 fMR01::,&R® Job 4 1 russ Truss ype JUNAIDIE BUDIMAN PE #45161 ty y HORTON 11297487 DR2879D C ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) sAug t Pk Inel-strtes, Inc. Wed Aug 1 Page 1.0-0 5-24 9.10-0 14-5-12 19.8-0 20-8-0 1-0-0 524 4-7-12 4-7.12 5.2.4 1.0-0 Scale = 1:37.3 4x6 = 4 6.00 12 2x4 -Z' 2x4 i 3 5 2 6 1 7 Ia 3x4 = 8 3x4 = 5x8 = 9-10-0 19-8.0 i 9-10.0 9-10-0 Plate Offsets -4- LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.05 8 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 88 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1000/0-4-0, 6 = 1000/0-4-0 Max Horz 2=95(load case 3) Max Uplift 2=-382(load case 41, 6=-382(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 = 1204, 6-8 = 1204 WEBS 3-8 =-360, 4-8 = 531, 5-8 =-360 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 382 lb uplift at joint 2 and 382 lb uplift at joint 6. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard XQ F- F3 A- t P10. 4.5161 Lt 0 STATE OF OVAL August 30,2001 A WARMNO - Ver(f y design parameters and READ NOTES ON THIS AND REVERSE SME BEFORE USE. Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertbalty. Applicobfilty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erector. Addltbnal permanent brbcing of the overall structure is the responsibWty of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIR-91 M iTek® Handling Installlna and Bracing RecommendatlonovaBable from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'iA *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Jolnt/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS c2 J5 EBS o" ovaVoO aO u u 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. 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 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® LPANETM CLIP FORMOIB, OIV ono-eua O MYDRO,AIR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at'/ 4 panel length(' 6"from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Iruss ype JUNAIDIE BUDIMAN PE #45161 ty y HORTaN 16472 Segovia Cir. N. 11297488 DR2879D CGAB ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) 4.201 rres, Inc. Wed Aug age 52-4 9-10-0 14-5.12 19-8•0 20-8-0 1-0-0 52.4 4-7-12 4.7-12 52-4 1-0.0 Scale = 1:37.3 4x8 = 4 6.00 12 3 5 2 8 3x4 = 8 3x4 = 5x8 = 9.10.0 19.8-0 9.10.0 9.10-0 Plate offsets -4- - , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1005/0-4-0, 6=997/0-1-8 Max Harz 2=95(Ioad case 3) Max Uplift2=-384(1oad case 4), 6=-376(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1371, 3-4=-1002, 4-5=-1002, 5-6=-1383, 6-7=17 BOT CHORD 2-8 = 1214, 6-8 = 1230 WEBS 3-8=-360, 4-8=540, 5-8=-378 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face, see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 2 and 376 lb uplift at joint 6. 8) This truss has been designed with ANSI/fPI 1-1995 criteria. c C XV1LOADCASE(S) Standard No. 4.5161 'bt , t r STATE OF S'•0R10.' A August 30,2001 4A, -IA" A WARMNO - V#r{N design pa wnstom and R&W NOTES ONTMS AND REVERSE SWE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the 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 CualMy Standard, OSS-89 Bracing Specification, and NIB-91 MiTek® Handling Instal0np and Bracing Recommendation avollable from Truss Plate Inio institute. Us D'OnonDrive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 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 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, 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. 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,A/R Job russ Truss ype JUNAIDIE BUDIMAN PE #45161 ty Y HORTON 16472 Segovia Cir. N. 11297489 DR2879D D SCISSORS Pembroke Pines, FI 33331-4627. 1 1 to tionaq IFIL s Aug 77 7001 M'1Pkn ,sines, Inc. Wed Aug age 1-0-0 3-tt-1t 7.6-0 _ tt-0.5 1441-0 i r 1-0-0 3.11-11 3.65 3.65 3-7.11 Scale = 1:27.3 4x6 = 4 6.00 52 20 = 2x4 = 3 5 7 5x8 = 6 f 3x8 I/ 3.00 F12 3x4 1:-- 3x4 Z- 7.6-0 14-8-0I 7-6-0 7-2.0 Plate Offsets -1-16:0-10-7,0-2-151 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(ILL) -0.08 7 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Ven(TL) -0.18 2-7 >948 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.09 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 683/0-1-8, 2 = 767/0-1-8 Max Horz 2 = 101(load case 3) Max Uplift6=-219(load case 4), 2=-303(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1757, 3-4=-1337, 4-5=-1337, 5-6=-1669 BOT CHORD 2-7 = 1580, 6-7 = 1481 WEBS 4-7=911, 3-7=-338, 5-7=-241 NOTES I This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 2. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 6 and 303 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 13 f LOAD CASE(S) Standard lip! L' w Y STATE OF r c A' Fss.0R10.- M August 30,2001 AwARMNG - V#r{N design parunwile" and READ NOTES ON TWS AND REVERSE SWZ BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibWty 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 responslbBlty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Spectlloatlon, and HIB-91 M iTek® Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, W3 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of 0 truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT M[Tek/Gang-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. U p Mi! 0 MiTeke ss ® FORM018,019 er`0 HMRO,A/R O 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 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 suss russ Type ty y HORTON 16472 Segovia Cir. N. 11297490 DR2879D DGAB ROOF TRUSS Pembroke Pines. FI 33331-4627. 1 1 optional) s ug 22 2001 MilekIndustries, Inc. Wed Aug age 1 7.4-0 I 1441.0 , 1-0-0 74-0 7-4-0 Scale = 1:27.9 4x6 = 3 2x4 II 2x4 II 6.00 52 2x4 11 2x4 II 4 2 i1 Li EJ 01a 2x4 11 2x4 11 5 20 11 2x4 11 3x4 = 2x4 11 3x4 = 74-0 14-8-0 7-4.0 7.4-0 Plate Offsets 1 1: 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.81 Vert(LL) -0.02 5 > 999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 4-5 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 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 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 671 /0-1-8, 2 = 774/0-8-0 Max Horz 2 = 107(load case 3) Max Uplift4 = -21 5(load case 4), 2=-319(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-731, 3-4=-725 BOT CHORD 2-5 = 646, 4-5 = 646 WEBS 3-5 =143 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 it with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 4 and 319 lb uplift at joint 2. 7) This truss has been designed with ANSIfTPI 1-1995 criteria. LOAD CASEISI Standard t F[[( 77•. ,/ C•. No. 4 5161 O :. STATE OF 0 R+oa' 1/` ANAL August 30,2001 AWARNINO - VerVy deetyn paranwtem and READ NOTES ON77M AND REVERSE SIDE BAMIM USE. Design valid for use only with MITek connectors. This design b based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding lobdcollon, quality control• storage, delivery, erection and bracing, consult OST-88 Quality Standard, D511-89 Bracing Specification. and HIS-91 MiTek® Handling Installina and Bracing Recommendatlon available from Truss Rate Institute, 593 D'Onofrlo DrNe, Madison, W163719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. C7 c' 2. Cut members to bear tightly against each other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate N\N plates 0 2joint and embed fully. Avoid knots and wane 1/a" from outside edge of a at joint locations. truss and vertical web. oa 4. Unless otherwise noted, locate chord splices ce C, o at I14 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Jolnt/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 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTek® FORM018.019 Z61L.'a HYDRO -AIR 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 ype JUNAIDIE BUDIMAN PE #45161 ty y 16472 Segovia Cir. N. 11297491 DR2879D DGAB2 MONO VAULT Pembroke Pines, FI 333314627. 1 1 optional) s Aug 22 2001 Milek Industries, Inc. Wed Aug age i' 0 14-&0 1.0.0 14-8-0 2x4 11 Scale = 1:46.3 6.00 12 4 2x4 11 2x4 I I 5x8 i 20 11 2x4 11 3 2x4 II I I I I I I 2 6 2x4 11 2x 2x4 11 2x4 115x6 = 2x4 I 1 2x1 3x4 5 3.00 rl2 3x4 Z- 7.6.0 1 14-8-0 i 7.6-0 7.2-0 Plate Offsets LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) -0.07 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.18 2.6 > 960 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.08 5 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5, 3-5 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=763/0-1-8, 5=680/0-1-8 Max Horz 2=402(load case 3) Max Uplift 2 = -205(load case 3), 5=-313(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1326, 3-4=-0, 4-5=-257 BOT CHORD 2-6 = 1208, 5-6 = 1 180 WEBS 3.6=724, 3-5=-1311 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 2 and 313 lb uplift at joint 5. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard j+`pt '+ IF No. 4.5161 i Y 0 .. STATE OF 5- ORIO,A,r',` N LAugust30,2001 A wAmmyo - ver(& design pa,anwite ,. and Rmw Norzs ox rms AND REvaRBG SME BEMRS USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of bultding 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 responslblllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-80 Bracing Specification, and HIS-91 MiTek® Handling Instolllnq and Bracing Recommendation available from Truss Plate Institute, Sa3 D'Onohlo Drive, Madison, WI5371 V. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property pia J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i joint and embed fully. Avoid knots and wane plates from outside edge of d o u at joint locations. dtrussand vertical web. a 4. Unless otherwise noted, locate chordsplices I/ 4 ceC, u o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40, 00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. - FORM018, 019 MMRO,A/R I Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty y 11297492 DR2879D E ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) FIL SR1 s Aug 22 2001 MilekIndustries, Inc. Wed Aug 1 age 1-0-0 4.2.0 8-4-0 9-4-0 1-0-0 4-2-0 4-2-0 1.0.0 Scale = 1:17.5 4x6 = 3 6.00 52 4 2Li Vq 5 18 1 6 2x4 = 2x4 11 2x4 = 4-2-0 B-4-0 4-2-0 4-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.16 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 33 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 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=464/1-4-0, 4=464/1-4-0 Max Horz 2=-46(load case 2) Max Uplift 2 = -392(load case 4), 4=-392(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 17, 2-3 =-372, 3-4 =-372, 4-5 = 17 BOT CHORD 2-6 = 326, 4-6 = 326 WEBS 3-6 = 77 NOTES I This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 392 lb uplift at joint 2 and 392 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 10EBcQ P10. 4 5161 STATEOF August 30,2001 Ver(& design pare meters and READ NOTES ON TWS AND REVERSE SWZ BEFORE USE. WARNING Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and 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 tesponsiblllty of the erectot. Additional permanent btbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendalkm available from Truss Plate Institute, 583 D'Onotrb Drive, Madison, Wl53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 14 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS a c3 WEBScc occO00 0. 0.IJ5cacrcar0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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® O TM PANE L CLIP FORM018.019 ovafNW irioErv,Aia® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o fI russ truss type JUNAIDlr= BUDIMANp4 161 Oty y R 16472 Segovia Cir. N. 1129749 DR2879D E1 ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) r e n ustnes, Inc. 4.201 SRI s lun 28 2001 MiTp-k 1nrh1qtrie_s7_nc. Thu Aug 0 12:08 8 200 1-0-0 4-2-0 7-0-0 1-0-0 4-2-0 2-10-0 4x6= Scale = 1:15 3 B.00(-f! 4 5 2 Li Id 1 2x4— 8 2x411 5x8a 4x1211 4-2-0 7-0-0 4-2-0 I 2-10-0 Plate Offsets X Y 5:0- 8 0-7-14 5:0-6-10 0-2-9 LOADINgpsf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(ILL) 0.02 2-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) 0.03 1-2 >427 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min Udefl = 360 Weight: 31 lb LUMBER BRACING TOP CHORC2 X 4 SYP No.2D TOP CHORDSheathed or 6-" oc purtins. BOT CHORCY X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP SS 1-2-13 REACTION$b/size) 5=319/0-3-8, 2=416/0-1-8 Max Hor;2=79(load case 3) Max UpliB=-252(load case 4), 2=-353(load case 4) FORCES(lb) - First Load Case Only TOP CHORDI-2=34, 2-3=-368, 3-4=-337, 4-5=-380 BOT CHORCP-6=260, 5-6=260 WEBS 3-6=84 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 5 and 353 lb uplift at joint 2. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard pp if No. 4 5161 0 % STATE OF ° s .., ARto S OIVAL k-M WARNING - Ver(& design parameters and READ NOTES ON THIS AND REVERSE SWE BEIPORE USE. Design valid for use only with MITek connectors. lhb design Is based only upon parameters shown, and Is for on tndivkluol building component to be Installed and boded vedbally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b for lateral support of individual web members only. Additional temporary bracing to Insure stobBlty during construction Is the responslblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.80 Bracing Spectllcatlon, and HIB-91 M iTek® Handling Instatllna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI5371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. fie J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each u c other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , a ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c o a A _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from ce c6 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 JB 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, 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 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 T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. Q CLIP FORM018.019 GAPV -^uut ® ifMRO,AIR Job I russ Truss ype ,IUNAIDIE BUDIMAN PE #45161 ty Ply HORTON 16472 Segovia Cir. N. 11297498 DR2879D FG ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 optional) 1 s ug r e Industries, Inc. Wed Aug age 3-9.7 7-3-6 10.9-5 1r_ 2-9.8 18-s7 2as-0 3.9.7 3.5.15 3-515 2.0.1 3.8.1 3-11.9 Scale = 1:34.6 2X4 II 3x4 = 7x6 = 3x10 = 3x4 = 3x4 = 4x6 = 1 2 3 4 5 6 7 13 12 9 3x6 = 3x4 = 3x10 = 7x8 = 5x6 = 3x4 = 2x4 II 3.9 7 7-3-6 10-9.5 12-9-6 16-5-7 20-5-01 3.9.7 3-5-15 3-5-15 2-0-1 3.8.1 3.11.9 Plate offsets -4- LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LLI -0.04 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.07 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.02 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 480 Weight: 271 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND 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 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 3-13 2 X 4 SYP No.2D, 4-12 2 X 4 SYP No.213 REACTIONS (lb/size) 14=4939/0-3-0, 8=3357/0.3-0, 10=4402/0-3-0, 11=8072/0-4-1 (input: 0-3-0) Max Uplift 14 = -1 703(load case 2), 8=-1159(load case 2), 10=-1512(load case 2), 11=-2789(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-14=-1842, 1-2=0, 2-3=-4244, 3-4=-3417, 4-5=2213, 5-6=1445, 6-7=-2017, 7-8=-3319 BOT CHORD 13-14=4244, 12-13=3417, 11-12=•2213, 10-11=-1445, 9-10=2017, 8-9=0 WEBS 2-14=-5233, 2-13=-550, 3-13=1035, 3-12=•4159, 4-12=7041, 4-11=-7013, 5-11 =•1264, 5-10=-1869, 6-10=-4257, 6-9=-1313, 7-9 = 2448 NOTES 11 This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1703 lb uplift at joint 14, 1159 lb uplift at joint 8, 1512 lb uplift at joint 10 and 2789 lb uplift at joint 11. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Girder carries tie-in span(s): 23-2-0 from 0-0-0 to 20-5-0; 17-0-0 from 0-0-0 to 20-5-0 7) 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 0-6-0 oc. pBottom13chordsconnectedasfollows: 2 X 4 - 1 row at 0-9-0 oc. `i Webs follows: 2 X 4 1connectedas - row at 0-9-0 oc. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (pill * • 0, 4.51fi1Vert: 1-7=-1012.0,8-14=-20.0 4. C drSPATEOF 1. o August 30,2001 A WARMNo - very deetyn pasumttem and READ NOTES ONTMS AND REVERSE BIDE BEFORE BASIS. Design valid for use only with Mliek connectors. This design Is based onty upon parameters shown, and Is lot an Individual building component to be Installed and boded vertically. AppllcablIty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss deslgnet. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stabWty during construction h the responsibility of the erector. Additional permanent brbcing of the overall structure Is the tesponslbl fy of the building designer. For general guidance regarding fabrication, quality control, storage, deAvery, election and bracing, consuff QST-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendallon avoliable from Truss Plate Institute, 583 D'Onoftb DtNe, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1 /. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate L) plates 1 /8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA rCB 17.08 Indicates location of required 40. continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O FORM016,019 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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. Job russ Truss Type JUNAIDIE BUDIMAN PE tt45161 ty y 11297499 DR2879D J ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines. FI 33331-4627. optional) s Aug 22 2001 MilekIndustries, Inc. Wed Aug age 1.0-0 7-0-0 r r 1 0-0 7-0-0 3 Stale = 1:21.1 6.00 F12 2 1 4 2x4 = 7-0-0 7-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.20 1-2 >74 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2 = 217(load case 4) Max Uplift3=-174(load case 2), 2=-158(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 88 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 it with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 158 lb uplift at joint 2. 4) This truss has been designed with ANS11TPI 1-1995 criteria. LOAD CASE(S) Standard ptE BUD/ No. 4.5161 lb i Y SITATE OF r srd ANAL August 30,2001 A WAPJMG - Verf jy design parameter, and READ NOTES ON TB7S AND REVERSE SIDE BEPORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the Overall structure Is the responsibility of the building designer. For general guidance regarding fabrication• quality control storage, delivery, erection and bracing, consult QST-88 Quality Standard. DS11-89 Bracing Specification, and HIB•91 iTek® Handling Installlna and Bracing RecommendatlonavaBb abfromTruss Plate Institute, W D'Onofrb Drive. Madison, WI63719. M Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. Q 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 I from outside edge of d o_ at joint locations. dtrussand vertical web. a 4. Unless otherwise noted, locate chordsplices 1/ 4 uC, u o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 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 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. mi! MiTek® 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. FORM016, 019 fMRO,A/R 1 Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty y 16472 Segovia Cir. N. 11297500 PR28790 K ROOF TRUSS Pembroke Pines, FI 33331-4627. 3 1 o tional) s ug 22 2001 MilekIndustries, Inc. Wed Aug age 1.0.0 sao I 1-0-0 5-0-0 3 Scale = 1:16.3 6.00 F12 2 1 4 2x4 = So-0 5.40 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.28 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) 0.06 1-2 >264 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 18 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 Vb/size) 3= 165/Mechanical, 2=327/0-4-0, 4 = 48/Mechanical Max Horz 2 = 167(load case 4) Max Uplift 3=-118(load case 2), 2=-144(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=34, 2-3=60 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard XpEBcDi J t . No. 4.5161 1k STATE OF O R VID S01VAL August 30,2001 4&WARMNO - Verffly design parameters and READ NOTES ON TB7S AND RET/ERSE aME BEFORE USE. Design valid for use only with Miiek connectors. This design Is based only upon parameters shown, and Is for on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lotetal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsiblllty of the erector. Additional permanent bracing of the ovetall structure Is the tesponsibBity of the building designer. For general guidance tegaiding fabrioation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-89 BroclrV Specification. and HIS-91 M iTek® Handling Installlnq and Bracing Recommendation ovalioble from Truss Plate Institute, 683 D'Onofrio Drive, Madison, Wl53719. 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 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 Mitek/Gang-NallJolnt/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. mi! MiTeke FORM018,019 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 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. uu JUNAIDIE BUDIMAN PE #45161 16472 Segovia Cir. N. 11297501 DR2879D JK1 ROOF TRUSS Pembroke Pines. FI33331-4627. 1 1 __,.___„ nc. 2x4 = Scale: 3/4'=1' 5-0-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) 0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 16 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS (lb/size) 1 = 224/0.4-0, 2 = 177/Mechanical, 3 = 48/Mechanical Max Horz 1 = 126(load case 2) Max Uplift =-39(load case 2), 2=-129(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 66 BOT CHORD 1-3=0 BRACING TOP CHORD Sheathed or 5.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 1 and 129 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard J pEBcO/ No. 4 5161 p STATE OF t 0 R 1'D.. August 30,2001 AwAmNo - vertjj design parasneten and R&w NarEs ONTws AND RcvzRsE sms BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSO.89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb 53Drive, Madison, WI719. 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. Ally ,err T 0 Lr 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Jolnt/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Mi! 0 MiTek° L 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. ; PANEL CLIP © 1993 Mitek Holdings, Inc. FORM016.01 V NMRO,A/R JOD • r russ r russ r ype JUNAIDIE BUDIMAN PE #45161 u'y ny 7' ini vr16472SegoviaCir. N. 11297502 DR2879D L ROOF TRUSS Pembroke Pines. FI 33331-4627. 3 1 „ Scale = 1: 10.6 2x4 = 3.0.0 , LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL- 10.0 SPACING 2.0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code SBC/ANSI95 CSI TC 0.10 BC 0.03 WB 0.00 Matrix) DEFL in (loc) I/defl Vert(LL) n/a - n/a Vert(TL) 0.01 1-2 >999 Horz(TL) -0.00 3 n/a 1 st LC LL Min I/deft = 360 PLATES GRIP M1120 249/190 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Horz 2 = 1 17(load case 4) Max Uplift 3 = -57(load case 2), 2=-137(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 3 and 137 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard No. 4.5161 'k p ` 16r eO : STATE OF c cS n;cL O R tOA C? August 30,2001 A WARNING - Vert fy design paramrcerrs and RLAD NOTES ON TMS AND RE VERSE SME EEMRR UM. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Siccing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure 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, deMery, erection and bracing, consult GST-88 Quality Standard, DSB-80 Bracing Specification, and HIB-91 M iTek® Handling Instolllna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI5371 V. Symbols PLATE LOCATION AND ORIENTATION 13/14 *Center plate on joint unless dimensions indicate otherwise. Dimensions are -in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS c2 c3 cc cc WEBS J5 0cc0 a , _ O 0 a ce cY u 1 0 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 MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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® O T~ PANEL CLIP FORM018.019 GAWG-/MAIL ® fMRO,AIR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling,. erection and installation of trusses. - 1993 Mitek Holdings, Inc. ` o russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty y 11297503 OR2879D L1 ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. o tional) s Aug 22 2001 Milek Industries, Inc. Wed Aug age 3-0-0 3-" 2 Scale = 1:10.6 6.00 FIT 1 3 2x4 = 3-0-0i 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code . SBC/ANSI95 Matrix) 1st LC LL Min Udell = 360 Weight: 10lb 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.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1=75(load case 2) Max Uplift)=-21(load case 2), 2=-76(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 76 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard E Bc NO, 4.5161 y 4TATE OF ° t0RID, r.w60 WAL August 30,2001 wARmc; - VerljJ} design parameters and READ ATOTEs ON Tws AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically• APplicab@ty of design parameters and proper Incorporation of component is responsiblllty of building designer - not truss designer. Bracing shown Is for loteral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslbBlty of the erector. Additional permanent bracing of the overall structure is the responslblllty of the building designer. For general guidance regarding fabrloatlon, quality controt, storage, delivery, erection and bracing, consuff OST-8B Quality Standard, DSB•89 Bracing Specification, and HIO.91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo DrNe, Madison, WI53719, M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of CL truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-NallJolnt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! 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 I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, - erection and installation of trusses. - 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR 0 JOD i russ I cuss I ype JUNAIDIE BUDIMAN PE 445161 1 uty I rry nvn r vry 1129750416472SegoviaCir. N. DR28790 M ROOF TRUSS Pembroke Pines, FI 33331-4627. 3 1 „ Scale = 1:6.1 2x4 = 1 LOADING (psf) SPACING 2.0-0 CI DEFL in PodI/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC ILL Min I/defl = 360 Weight: 5 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D BRACING TOP CHORD Sheathed or 1-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 =-1 1 /Mechanical, 2 = 173/0-4-0, 4 = 10/Mechanical Max Horz 2=68(load case 4) Max Uplift3=-11(load case 1), 2=-147(load case 4) Max Grav 3 = 42(load case 3), 2 = 173(1oad case 1), 4 = 10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1.2=33, 2-3=-40 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 it with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASES) Standard No. 4 5161 0 STATE OF ° o R 10,A.L? August 30,2001 Awmxim - vs.t& design pararnetem and Rreo xores oN Tws my RcvFRss awn across use. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. AppBcoblUty 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 responslblilly of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuB QST-aa Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTe k® IllHandlingInstallingand Recommendation available from Truss Plate Institute, 583 D'Onohb Drive, Madison, WI53719. 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. 7 0 O For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 10 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 4011" continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur, LVU Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, _ TM erection and installation of trusses, PANEL CLIP © 1993 Mitek Holdings, Inc. FORM019,019 o russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty y 11297505 DR2879D M1 t6472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI33331-4627. 1 1 optional) s Aug 22 2001 Mi ek Industries, Inc. Wed Aug age 1-0-0 6.00 12 2 Scale = 1:6.1 f d 3 2x4 = 1-0-0 1." LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl - 360 Weight: 3 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) 1=45/0-4.0, 2 = 35/Mechanical, 3 = 10/Mechanical Max Horz 1=27(Ioad case 2) Max Uplift =-7(load case 2), 2=-27(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 - 14 BOT CHORD 1.3=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 it with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1 and 27 lb uplift at joint 2. 4) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard Bc No. 4.5161 0':• FITATE OF ORtOA August 30,2001 A WARMNO - Veri N design pasarneten and READ NOTES ONTMS AND REVERSE SfDE BEFORE USE. Design valid for use only with MITek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. AddBlanal permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult CST-88 Ouotlly Standard, DSB-89 Bracing Spectlleatlan, and HIS-91 M iTek® Handling Instolllnq and Bracing Recommendationavallable from Truss Plate Institute, W3 D'Onofrla Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 For 4 x 2 orientation, locate 0 plates I/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. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required oe continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® O 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 of at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. _ 15. Care should be exercised in handling, TM erection and installation of trusses. ' PANEL CLIP © 1993 Mitek Holdings, Inc. FORM018,019 o • russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty yHORTON 16472 Segovia Cir. N. 11297506 DR2879D S ROOF TRUSS Pembroke Pines, FI 33331-4627. 2 1 optional) s Aug 77 7001 Milekn ustrtes, Inc. Wed Aug age 1-5.0 5.2-5 9.10-13 1-5-0 5.2-5 448.7 4 Scale = 1:21.0 s 4.24 tz 3x4 3 8 2 10 11 7 12 6 5 2x4 = 2x4 II 3x4 = 52-5 9-10-13 5.2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/deft = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=196/0-1-8, 2=655/0-5.11, 5=426/Mechanical Max Horz 2 = 226(load case 2) Max Uplift4 = -232(load case 3), 2=-526(load case 2), 5=-371(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-8=-1054, 3-8=-932, 3-9=-110, 4-9=54 BOT CHORD 2-10=935, 10.11 =935, 7-11 =935, 7-12=935, 6-12=935, 5-6=0 WEBS 3-7=201, 3-6=-1019 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 4, 526 lb uplift at joint 2 and 371 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 16.51b down and 216.2lb up at 4-3-11, and 181.51b down and 462.1lb up at 7-1-10 on top chord, and 20.91b up at 1-5-12, and 15.41b down at 4-3-11, and 55.41b down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard iG 13 a A1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 `XD Uniform Loads (plf) _\\ F.C•,,/'+7 Vert: 1-4=-74.0, 2-5=-20.0 Concentrated Loads (Ib) Vert: 8=-16.5 9=-181.5 10=20.9 11 =-15.4 12=-55.4 t : NO, 4.5161 : ,t STATE OF . < V SS'00DA!'s NA1. August 30,2001 A WARNWO - VerM design parameters and READ NOrZS ON TB7S AND RE VERSE SME BEFORE LWE. Design valid lot use only with Mltek connectors. This design b based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is, responsibility at building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslbUlty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrloatlon, quality control, storage, delvety, erection and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Rate Instllute, 693 D'Onofrlo Drive. Madison, Wl53719. M iTek® 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. e„ T 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. 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 4010, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko 0 ZA.-PIL"o AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, i TM erection and installation of trusses. - PANEL CLIP © 1993 Mitek Holdings, Inc. FORM018,019 Zc__ CD CD Bl A Bl 47" Al CGAB L 12-8-0 BRG. TN ENTRY LS --BE PLACED I L 1 PLY HGR. VIE-firci! REVIEW ALL SPAN DIMENSIONS--BRG WALLS PRIOR TO SETTING TRUSSES.. 2 PLY HGR._ ENIGNEERED DRAWINGS- - LOADING- -PITCH AND OVER/HANGS WALLS SHOWN ARE TO BE BEARING.. 'A L 3 PLY HGR. SIGNED APPROVAL: X AOA7-32i-t BY: T-H. JOB NAME: 2879 "D" ELEV. BRG: BLOCK L___ 19-8-0 3I TRIM IT FLOOR SYSTEM waRrllrlc:: ALL BEARING WALLS TO BE PLACED L 1 PLY HGR. IrICTI('REVIEW ALL SPAN DIMENSIONS--BRG. WALLSI PRIOR TO SETTING TRUSSES.. Id d 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS, WALLS SHOWN ARE TO BE BEARING.. I d 3 PLY HGR. SIGNED APPROVAL: Xl__________________ JOB NUMBER: DR2879D DATE: 7-2-01 CCU SPAN CUSTOMER: D.R. HORTON 407-321-1440 BY: T.H JOB NAME: 2879 "D" ELEV. I PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 44, BAKERS CROSSING, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 44 CONTAINS 6298 SOUARE FEET t IHIS STRUCTURE CONTAINS 2107 SOUARE FEET t TOTAL CONCRETE 523 SO. FT, t TOTAL SOD 3668 SO. FT, t POINT ON PLAT BOUNDARY _589'21_2L4_W__ 25.00' U U a 3 W I-o J U 0 0 V) o W ^ 0 J U MINIMUM LOT WIDTH FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON NOT PLATTED PER THIS PLAT N89.27'49"W }i O d Z II •; V LO O 25.5' 2.S' O ' Z o I I '• J. II A/C 5' DRAINAGE 53.0' m?O AO firms L Z-1Oop o o— 54.33' — n, — AOA C 5• DRAINAGE EASEMENT S89.2 '49"E o LOT 45 1 THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATE„ ob4'I7/95 AND FOUND THE SUBJECT PROPERTY APPEARS i0 LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN AND ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 44 BEING N 89*27*49" W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: EEC JOB NO. ASM32969 DRAWN BY: 125.58' EASEMENT i i- IIII 0 I A ' O I J w- 1 Z w I dam o W b o i Z nu i I---------- 125.98' a&0", FLOOR SLAB ELEVATION MUST ': l')II =,". • CROWNF- :'D O UNLESS APPROVED LEGEND BUILDING SETBACK LINE POB POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE PROPOSED ELEVATION OR PD OFFICIAL RECORD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW o DENOTES DELTA ANGLE CONCRETE L C.B. DENOTES ARC LENGTH DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE l5 LAND SURVEYOR PI PRC DENOTES PO 14T OF IN TERSECRON DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD SO. FT, SOUARE FEET NG NATURAL GRADE 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. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 FOR PLOT PLAN 1-4-02 JML 320 EAST SOUTH STREET, SUITE 180 '2 FIRM ORLANDO. FLORIDA LOT FIT 5-2-01 JML 32801— (407) 426-7979 E M 0 RV[ COLEE, PSM #4403 DATE FORM 60OA-97 FLORID NERGY EFFICIENCY CODE FOR- UILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879REVD Builder: DR HORTON Address: Permitting Office: City, State: Nt(W"D, Permit Number: Owner: -D .0 . Jurisdiction Number: Climate Zone: Central l New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 58.0 kBtu/hr - 3. Number of units, if multi -family I - SEER: 10.00 - 4. Number of Bedrooms 4 - b. N/A 5. Is this a worst case? No - 6. Conditioned floor area (ft') 2872 ft' c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft' - 13. Heating systems b. Clear - double pane 0.0 ft' - a. Electric Heat Pump Cap: 58.0 kBtu/hr - c. Tint/other SC/SHGC - single pane 0.0 ft' - HSPF: 7.25 d. Tint/other SC/SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) fl - c. N/A b. Raised Wood, Adjacent R=11.0, 460.011' - c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft' - EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 785.0 ft' - b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ft' - d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft' - 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 34893.00 PASSTotalbasepoints: 39625.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: -C k- DATE: of .oz I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: re&' DATE: 2` 5\oz Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: gHE S7-42 O' v fMCDD WE' EnergyGauge® ( Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 42.08 21752.4 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adajcent 622.0 0.7 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 2091.0 0.60 1254.6 Under Attic 19.0 2091.0 1.10 2300.1 Base Total: 2091.0 1254.6 As -Built Total: 2091.0 2300.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p) 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 As -Built Total: 4656.1 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 60742.2 Summer As -Built Points: 57716.6 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 60742.2 0.3577 21727.5 57716.6 57716.6 1.000 1.00 0.975 0.975 0.341 0.341 1.000 1.000 19182.2 19182.2 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 2872.0 4.79 2476.0 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adaicent 622.0 1.8 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 2091.0 0.60 1254.6 Under Attic 19.0 2091.0 1.00 2091.0 Base Total: 2091.0 1254.6 As -Built Total: 2091.0 2091.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p) 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 As -Built Total: 412.8 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7121.3 Winter As -Built Points: 11104.3 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Heating Points 7121.3 1.0730 7641.2 11104.3 11104.3 1.000 1.00 0.998 0.998 0.471 0.471 1.000 1.000 5216.4 5216.4 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 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 21727.5 7641.2 10256.0 39624.71 19182.2 5216.4 10494.5 34893.2 PASS 0, STq P A EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , T[ATIPIAI ocnllf`ririm rrnuol IAMC-F: rW;:rKI IRT PERMIT #: COMPONENTS v SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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 cavil between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. A-A t • 11 eciAnnrnc 1 OH -AA V 11-ICr% F-r% i CHECK COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient 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-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.6 The higher the score, the more efficient the home. I . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int lnsul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Une. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I _ 4 _ b. N/A No _ 2872 ft' c. N/A 319.0 ft' _ 13, Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ft' b. N/A R=5.0, 173.0(p) ft _ c. N/A R=11.0, 460.Oft' 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft' R=11.0, 785.0 ft' _ b. N/A R=11.0, 622.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: 140 lc Date: Z1S C:iL Address of New Home: c i Li1 1 C-C c 1 i City/FL Zip:-_ .3 I:3 Cap: 58.0 kBtu/hr SEER: 10.00 Cap: 58.0 kBtu/hr HSPF:7.25 Cap: 50.0 gallons _ EF: 0.86 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar7mdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCNA-200) 0 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED010-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: 0- • Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TggD 18 OF Relaytiven iumidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 40112 Btuh Structure 34420 Btuh Ventilation air 0 Ventilation air loss 0 cfm Btuh Ventilation Design temperature swing 1485 3.0 Btuh OF Design heat load 40112 Btuh Use mfg; data Rate/swing multiplier n 0.98 Infiltration Total sens. equip. load 35187 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 2212 Btuh Heating Cooling Infiltration 4526 Btuh Area (ft2) 2872 2872 Total latent equip. load 8118 Btuh Volume (ft') 22976 Air changes/hour 0.7 22976 0.4 Total equipment load 43304 Btuh Equiv. AVF (cfm) 269 153 Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 80.0 AFUE Efficiency Heating input 0 Btuh Sensible cooling Heating output. 0 Btuh Latent cooling Heating temp rise 0 OF Total cooling Actual heating fan 2000 cfm Actual cooling fan Heating air flow factor 0.050 cfm/Btuh Cooling air flow factor Space thermostat Load sensible heat ratio 0.0 EER 0 Btuh 0 Btuh 0 Btuh 2000 cfm 0.058 cfm/Btuh Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wrjg1 1tSC>ft Right -Suite Residential*" 5.0.33 RSR26016 ACCK 2879REVO.rsr 82 % 2000-Oct-16 12:37:24 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 22976 ft' x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 OF Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 357 ft2 Total window = 26.5 Btuh/ftZ and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 22976 ft-1 2. Summer infiltration load 1.1 x153 cfm x 18 3. Summer infiltration HTM 3039 Btuh / 357 ft2 x 0.0167 OF Summer TD = Total window = and door area 153 cfm 3039 Btuh 8.5 Btuh/ft2 Procedure C - Latent Infiltration Gain 0,68 x43 gr/lb moist.diff. x 153 cfm = 4526 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 34420 Btuh Sum of ventilation and structure loads = 35905 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 35187 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 8118 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/Italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W rj(g 1tSC:)ft Rlght-Suite Residential" 5.0.33 RSR26016 2000-Oct-16 12:37:24 ACCK 2879REV6rsr Page 1 RIGHT-J WORKSHEET Entire House i DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 1 MANUAL J: 7th Ed. Name of room Entire House LIVING RM FOYER LOWER STAIRS 2 Length of exposed wall 314.0 ft 29.0 ft 14.0 ft 11.0 ft Room dimensions 14.0 x 15.0 ft 6.0 x 8.0 ft 11.0 x 4.0 ft 43 Ceiings Condit. Option 8.0 ftheat/cool d 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CS7 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft2) Htg Clg ft2) Htg I Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 148 4.6 2.1 1080 232 48 0 0 Exposed b122.9 1.9 920 64 0 walls and c 13C 3.2 1.2 640 0 64 88 partitions d 0.0 0.0 0 0 0;; 0 e f 0. 0 0.0 0.0 0.0 0 0 0 0 0 6 Windows and a 1C 37.0 266 9831 32 1183 18 665 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 0 0' Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e f 0. 0 0.0 0 0 0""' 0 0 0 0 0 0 0 0""' 0 0 0 0 0 7 Windows and North 25.2 99 2495 0 0 0 0 0 0 0';;; 0 0 glass doors Cooling NE/ NW E/W 0.0 62.5 0 195 0 12192 0 32 0 1741 0 18 1573 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 35. 0 25 875 0 0 0 0 0 0 Horz 0. 0 0""' 01 0 0 0 0 0 0 8 Other doors a 101 14.7 9.9 38 559 378 0 0 0 20 294 199 0 0 0 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 876 4037 1804 200 922 412 10 46 21 0 0 0 exposed b 12C 2.9 1.9 785 2261 1526 64 184 124 0 0 0 0 0 0 walls and c 13C 3.2 1.2 622 1959 728 0 0 0 64 202 75 88 277 0 103 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 2091 3546 4655 210 356 467 48 81 107 0 0 0 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0. 0 0.0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 173 2270 0 29 380 0 14 184 0 11 144 0 Note: room b 198 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 19C 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for slab d a 0. 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.5 8.5 357 9454 3039 32 847 272 381 1006 323 0 0 0 13 Subtotal loss=6+8.,+11+12 36466 3873 2479 422 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 3647 0° 248 100 42 15 Total loss = 13+14 40112 4260 2727 464 16 Int. gains: People @ 300 6 1800 0 0 0 0 0 0 0 0 0 0 0 Appl. @ 1200 2 1800 0'"" 17 Subtot RSH gain=7+8..+12+16 31291 3017 2298 103 Less cooling 0 0 0 external Lesstransfer 0 0 0 0 18 19 Duct gain Total RSH gain=(17+18)'PLF 100 1. 00 3129 34420 10° 1. 00 302 3319 10° 1. 00 230 2527 10° 1 00 10 113 201Air required ( cfm) 2000 2000 212 193 136 147 23 7 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. r wriG, t-t50fL Right -Suite ResidentialT" 5.0.33 RSR26016 2000.Oct-16 12:37:24 ACCK 2879REVO. rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. of room LAUNDRY RM WIC SITTING RM MASTER BATH Length of exposed wall 11.0 ft19.0 ft 10.0 ft 11.0 ftjNameRoomdimensions15.0 x 6.0 ft 13.0 x 11.0 ft 10.0 x 10.0 ft 10.0 x 11.0 ft Ceiings Condit. Option 8.0 ft i heat/cool 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft°) Htg Clg ft2) Htg I Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 148 4.6 2.1 0 88 80 88 0 Exposedb122.9 1.9 0 0 0 walls and c 13 3.2 1.2 88 64 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 01 0 0 6 Windows and a 1C 37.0 0 0 0 0 16 591 16 591 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 fj 1 0.0 0 0 0 0 0 0 0 0 7 Windows and North 25.2 0""' 0 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 0 0 0 16 0 870 Cooling E/W 62.5 0 0 0 0 0 0 0 SE/SW 0.0 0 0 0 South 35.0 0 0 0 0 16 486 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 18 265 179 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 88 406 181 64 295 132 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 70 221 82 64 202 75 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 11 144 0 19 249 0 10 131 0 11 144 0 Note: room b 196 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19C 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.5 8.5 18 477 153 0 01 0 161 424 136 16 424 136 13 Subtotal loss=6+8..+11+12 1106 856 1441 1491 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 111 10° 86 10° 144 10° 149 15 Total loss = 13+14 1217 942 1585 1640 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 0 0 0 Appl. @ 1200 1 600 0'"'" 0 0""'" 17 Subtot RSH gain=7+8„+12+16 1014 256 754 1155 Less cooling 0 0 0 externalLess transfer 0 0 0 0 18 Duct gain 100 101 100 26 10° 75 10° 115 19 Total RSH gain=(17+18)'PLF 1.00 61 1115 1.00 47 282 1.00 830 1.00 1270 20 Air required (cfm) 65 16 79 48 82 74 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr GPub507FC Right-SuiteResidentlel* 5.0.33RSR26016 2000-Oct-1612:37:24 I& k 2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire HouseW DEL AIR HEATING ,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room MASTER BEDRM MASTER HALL BATH FAMILY RM NOOK 2 Length of exposed wall 13.0 ft 0.0 ft 36.0 ft 5.0 ft 3 Room dimensions 13.0 x 21.0 ft 6.0 x 5.0 ft 17.0 x 19.0 ft 5.0 x 17.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Stuh) Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg I Clg ft') Htg I Clg 5 Gross a 14 4.6 2.1 104 0 0 288 600 40 Exposed b 12 2.9 1.9 0 O walls and c 13 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 6 Windows and a 1C 37.0 16 591 0 0 0 0 0 53 0 1959 0 0 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0;;;; 0 0 Heating c 9C d 38.7 0.0 0 0 0 0 0 0 0 0 e fj 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 Windows and North 25.2 0 0 0 0 0 0 0 0 0 0;;;; 0 0 0 glass doors Cooling NE/NW E/W 0.0 62.5 0 16 0 870 0 0 0 53 2883 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 0 0 0 0 South 35.0 0 0 0 0 0 0 0 0 0 0 0 Horz 0.0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 9 Net a 14B 4.6 2.1 88 406 181 0 0 0 235 1083 484 40 184 82 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 64 184 0 124 0 0 0 0 0 0 walls and c d 13 3.2 0.0 1.2 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions 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 16C 1.7 2.2 0 0 0 0 0 0 323 548 719 85 144 189 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 13 171 0 0 0 0 36 472 0 0 5 0 66 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter Is displ. c d 19C 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 12 Infiltration a 26.5 8.5 16 424 1361 0 01 0 531 1404 451 01 0 0 13 Subtotal loss=6+8..+11+12 1591 0 5650 394 0 Less external heating 0 0 Less transfer 0 0 0 14 Duct loss 10 ° 159 100 0 100 565 10° 39 433 15 Total loss = 13+14 1750 0 6215 16 Int. gains: People @ 300 1 300 0 0 0 4 0 1200 0 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8„+12+16 0 0 1488 0 0 5862 272 0 Less external cooling 0 0 0 0 0 0 0 18 19 Less transfer Duct gain Total RSH gain=(17+18)'PLF 10° 1.00 149 1637 10° 1.00 0 0 10° 1.00 586 6448 10° 1.00 27 299 20 Air required (cfm) 87 95 L 0 0 310 375 22 17 Printout certified by ACCA to meet all requirement`s of Manual J 7th Ed. wr G_J 1 t50 iFC Right -Suite Residential*" 5.0.33 RSR26016 2000-Oct-16 12:37:24 4E Pk 2879REVD.rsr Page 3 RIGHT-J WORKSHEET Entire House t DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 1 MANUAL J: 7th Ed. Name of room KITCHEN DINING RM BEDRM 2 UP BATH RM 2JftLengthofexposedwall7.0 ft 7.0 x 17.0 ft 7.0 ft 7.0 x 17.0 ft 28.0 ft 16.0 x 12.0 ft 11.0 ft 11.0 x 13.0 43 Room dimensions Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft i heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE N0. Htg I Clg ft') Htg Clg ft') Htg I Clg ft2) Htg I Clg ft') Htg I Clg 5 Gross a 14 4.6 2.1 56 56 0 0 96 0 0Exposedb122.9 1.9 0 0 0 128 88wallsandc133.2 1.2 0 0 partitions d 0.0 0.0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 6 Windows and a 1 C 37.0 10 370 23 850 15 0 554 0 0 0 0 0 glass doors b 8C 37.0 0 0 0 0 0 0;;;; 0 0;;;; 0 0 Heating c 9C 38.7 0 0 0;;;; 0 0 0 0 0 0 0 d e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0 0 7 Windows and North 25.2 10 204 23 469 0 0 0 0";". 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 0 15 816 0 0 Cooling E1W SE/SW 62.5 0.0 0 0 0 0 0 0 0" 0 South 35.0 0'"" 0 0 0 0 0 01 0 0 0 0""' 0 0 Horz 0.0 0 0 0 8 Other doors a 101 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 9 Net a 14B 4.6 2.1 46 212 95 33 152 0 68 0 0 81 0 233 0 157 0 0 0 0 0 0 exposed and b c 12C 13C 2.9 3.2 1.9 1.2 0 0 0 0 0 0 0 0 0 0 128 403 150 88 277 103 walls partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 119 202 265 119 202 265 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d e 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 228 13.1 0.0 7 92 0 7 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room perimeter b c 19B 19C 1.3 1.1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 126.51 8.5 10 265 85 23 609 196 151 397 1281 0 01 0 13 Subtotal loss=6+8..+11+12 1140 1905 1914 520 0 Less heating 0 0 0external Less transfer 0 0 0 0 14 Duct loss 100 114 100 190 2095 10° 191 2105 100 52 572 15 Total loss = 13+14 1254 16 Int. gains: People @ 300 0 0 1 300 0 0 0 0 0 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 1 1200 1849 0 1298 1678 421 0 Less external cooling 0 0 0 0 00 0 18 Less transfer Duct gain a10 185 10° 130 10° 168 10° 42 463 19 Total RSH gain=(17+18)'PLF 1.. 2034 1.00 1428 1.00 105 1846 107 1.00 1 29 27 20 Air required (cfm) 63 118 104 83 Printout certified by ACCA to meet all requirement`s of Manual J 7th Ed. wrig htSofC Right -Suite ResldentfalTM 5.0.33 RSR26016 2000-Oct-16 12:37:24 AC^ZP 2879REVO.rsr Page 4 RIGHT-J WORKSHEET 4 Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 1 MANUAL J: 7th Ed. Name of room UP STAIRS\CLOST ACTIVITY RM BEDRM 4 ft BEDRM 3 28.0 ft 2 Length of exposed wall 10.0 ft 10.0 x 5.0 ft 49.0 ft 23.0 x 20.0 ft 15.0 15.0 x 10.0 ft 16.0 x 12.0 ft 3 4 Room dimensions Ceiings Condit. Option 8.0 ftheat/cool 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CS1 HTM Area Load (Btuh) Area Lad (Bt) Area Lad (Bt) CI9 Area Lad ( Btuh) Htg Clg EXPOSURE NO. Htg Clg ft') Htg Clg ft) CI g g9 I 5 Gross Exposed a 14B b 12 4.6 2.9 2.1 1.9 0 0 0 352 0 120 0 224 walls and c 13 3.2 1.2 80 40 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 00 e f0. 0 0.0 0.0 0.0 p 01 0 0 6 Windows and a 1C 37.0 0 0 90 3326 155 5504 150 5504 glass doors b 8C 37.0 0 0 0 0 0' 0 0 0 0 0 Heating c 9C 38.7 0 0 0;;;; 0 0 0 0 0 0 0 d e 0. 0 0.0 0 0 0 0 f1 0. 0 0 0 0 0 7 Windows and North 25.2 0 0 53 1552 13 269 0 0 0 0 0 glass doors Cooling NE/ NW E/W 0.0 62.5 0 0 0 0 0 30 0 2622 0'";' 0 0 15 816 SE/SW 0.0 0 0 0 0 7 0 334 0 2 0 55 0 0 0 0 South Horz 35. 0 0.0 0""• 0 0 0 0 0""' 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 9 Net a 14B 4.6 2.9 2.1 1.9 0 0 0 0 0 0 0 262 0 755 0 509 0 105 0 302 0 204 0 209 0 602 0 406 exposed walls and b c 12C 13C 3. 2 1.2 80 252 94 40 126 47 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 50 85 111 460 780 1024 150 254 334 192 326 0 427 0 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0. 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 01 0 01 11 Floors a 22B 13.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 460 0 589 0 0 0 0 0 0 0 0 Perimeter is displ. c d 19C 1. 1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 12 Infiltration a 26.5 8.5 0 0 0 90 23831 766 151 397 128 15 397 128 13 Subtotal loss=6+8..+11+12 337 7959 1508 1879 0 Less heating 0 0 0 external 00 0 14 Less transfer Duct loss 10 ° 34 100 796 100 151 1659 10° 188 2067 15 Total loss = 13+14 370 8755 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 0 205 6855 990 1777 0 Less external cooling 0 0 0 0 0 0 0 18 Less transfer Duct gain 100 20 1002685 100499 10° 178 1955 19 Total RSH gain=(17+18)'PLF 1.00 225 1.00 7540 1.00 83 1089 63 1. 00 103 114 20 Air required (cfm) 18 13 437 438 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr c htSOfC Right -Suite Residential^- 5.0.33 RSR26016 2000.Oct-16 12:37:24 ACZ`A 2879REVD.rsr Page 5 RIGHT-J WINDOW DATA 9.1 DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X- Y T M R R LIVING RM a n w a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 32.0 0.0 FOYER a n w a c n 0 n 1 1 90 1.0 4.0 7.0 8.0 87.4 8.0 0.0 a n w a c n 0 n 1 1 90 1.0 4.0 5.0 2.5 87.4 10.0 0.0 LOWER STAIRS LAUNDRY RM WIC SITTING RM a n s a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 30.4 16.0 0.0 MASTER BATH a n e a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 54.4 16.0 0.0 MASTER BEDRM a n e a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 54.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n e a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 54.4 53.0 0.0 NOOK KITCHEN a n n a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 20.4 10.0 0.0 A-, W 1'IG1 iltSOft Rlght-Suite Residential2000- Oct-16 12:37:24 5.0.33 RSR26016 t Page 1 ACCK 2879RE rsr DINING RM a n n a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 20.4 23.0 0.0 BEDRM 2 a n e b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 15.0 0.0 UP BATH RM UP STAIRS\CLOST ACTIVITY RM a n w b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 87.4 30.0 0.0 a n s b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 46.4 60.0 52.8 BEDRM 4 a n s b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 15.0 13.2 BEDRM 3 a n e b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 15.0 0.0 ti WI'IC)ilt50ft Right -Suite ResidentialTM 5.0.33 RSR26016 2000-Oct-16 12:37:24 ACCK 2879REVD rsr Paget OPT A _ COACHLIGHT F1 I.S PI OO P- lo_n 44aB'4q I PN `7D4-/ H P 34b EInt v - T— ¢ n-nr= _ u 1 mil L, Gz PLC. ELEC 5 ELECTI BWITCNTHREE S. FOUR u CEILRY BRACK s TRACK nCK8 m 110V Dl Qp IIOv DU 0- WATERf 220V O 0 I/J'8UT ePECII TELEVI. TELER FLOURf DOUN L Co ADNei n 1-- I , II I, II II I I:O 4 o Ib.KG I I 1 •i.1G \WGD 110 II II . II I , II 1 1 I LAv L LD I I 3 l3Tw \JFr-1'T Tee Rc c h` if Gr II uJJ{=dA1-L u-,T TUB r 1 IStlInII'I[]II ALL / jI L Ji AXI 7 1-_ _ _I`% f CPC IN I I I I qLj i I I —•—ice l--i---11 '.y`F .. I L__-1c J_Jaaz l A II r—.——— — — — — — le•I— IA I / Y4 12r I I BELOW I I IONAL I BEE OPT. LATH/ — — {•µ I I BE DR I BELOW II I I I G I q • I I I Tt I I P :rt T PB LJ- LJ ivou,