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HomeMy WebLinkAbout142 Bristol Forest Trl - BR04-000330 - SFRPERMIT ADDRESS \ CONTR-ACTOR PHONE NUMBER PHONE NUMBER 0-m"- Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 a MECHANICAL CONTRACTOR PLUMBING CONTRACTOR PERMIT NUMBER FEE PERMIT # _CA 012=1109113 0 a l f CITY OF SANFORD PERMIT APPLICATION Permit #y, : Ol 1 _ Date: / 1 b1 04 Job Address:/ / j ,Bl"14O L. FOYe5f TY'QI AI IC L Q 7-71 Description of Work: C y e e NJ O V'\ Historic District: Zoning: Value of Work' _ a P1` Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of W/jClosets Plumbing Repair — Residential or Commercial Occupancy Type: Residential commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: Owners Name & Address: Name & Address:. E Phone & Fax: V Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer Address: Attach Proof of Ownership & Legal Description) T .,, r- / _ . / e,— _ _ P VI ! 9 State Lieenselvmfrtber: Contact Person: i / AW gnpt, N% nnA ` Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, 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 constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of ermit is verification th47 will noti the owner of the property of the requirements of Florida Lien Law, FS 713. Signature Owner Agen Date Signature of Contractor/Agent Date 4 . B e{ n O er/Agent's Name Print Contractor/Agent's Name of Nota Sta1t "DE GRAVE Date Signature of Notary -State of FloridaDate Cl FL`bVGn• 2 ' * MY COMMISSION # DD 164280 EXPIRES: November 12, 2006 Owner/ A oP et NotaServices F ` _ 1 P9Ri4t own o Me or \ Contractor/Agent is _ Personally Known to Me or eProduce8IFDI306 • 7 o - \, 1 _ Produced ID APPLICATION APPROVED BY: Bldg: & 7" / `4i`1 Zoning: Initial & Date) (Initial & Date) Special Conditions: Utilities: FD: initial & Date) (initial & Date) CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner ofyour property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. 11 is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 9 (, ee—t ( , do hereby state that I am qualified and capable of performing the quested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Owner/B der Signature Date Or t rint O er/Builder Nanle Si e ofNotary —State of Florida Date pRy POB% FLORENCEA. DEGRAVEa * M"M411PRB " to Me or has Pr'c3 °I hf ary e 106 B Sernces JunV 29 04V .04: 03p p. z N sy V B LANE MONROE '00 HOIMOWNER'S ASSOCIATION, INC. ALTE AItTI,W APPLICA=N' OWNER'S NAME: AD q.7/ D1ri Sr D F Yy C-.5'f Ira; I PHONE: o% -•Z1$7 +t F DESCRIBIs IN DETAIL, TYPE OF ALTERATION AND mATERIALS TO BE USED: An application requesting approval for any alteration which occ owsidc the exterior walls of the building and is, themforz, common element, Mjj$T BE ACCOMPA NED BY A SKETCH 4S M-*,Y DE FISSA Y 1f approval is granted it is nor to be construed to cover approyal of any County or City Code Requiretnents. Abuildingperstutfromtheappropriatebuildingdepartmentisneededonmostpropertyalterationsand/or imptcvemeau. The A:chitcc=ul RcviC11' Board shall have oe liability or obligation to determine whether such iinpravement, altmdon and addition comply with any aWicable law. rule, mgulatlon. code or orlaance. As a coodaiou prcctdeot to S=tiag approval or any request for a change. aluration or addition to an existing basic txnxTme, the applicant, their hires and assigns therem, hereby assume sole responsibility for therepair, rnaiblcnance or rgAacement of any Such change, altemdon or addition IT fS UNDERSTOOD ANDAGREEDTHATTHELakeMonroeHomeowners' Associstim Inc. AND CENTEX HODS ARJs NOT REQtTMFD Tp TAKY A -NY P?Pr 4(M OR M! T"-0`.1._NY SUCH APPROVED CHANGE, ALTERATION OR ADDITION, OR ANY STAUC nME OR ANY OTJ-R PROPERTY. T1 M HOIEOWN AND ITS' ASSIGNS ASSUMES ALL RESPONSIBa= AND COST FOR ANY ADDITION OR CHANGE AND ITS FUTLW7 KEEP AND MAIMENACE. DATE: n j U4L7 OikJ&W SWNATVRE FOR THE Arthitecaval Review Board 407 w t 205 Lanevvood, FL 32779 Tclephvoe 407-784-3 100 Fmr 407-78&5105 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 24, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 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). T`(.P ?Ik t-0T M'AXE Su2E 1 41C (Z'cA . '(i.' S c,. U NOT 6L oc v-e D N rJE D % tl i SSA LOT 26 T I t 0 O sa• ss GOJ LOT 25 P P 9 O• / i'' 13.2 V SOF(' 1'itisiOE• -5, hoc. SO Cv So• gTo411o0,e,yP•f- iyoR P O P co PI i F'.yr•F ,QfO '000. LOT 23 i Q s p pp 11: 7 1 .q : a 1.— so. CERTIFIED TO AND FOR THE cy 0" ip by ryy \ EXCLUSIVEUSEOF: sJ. \ COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY. LLC \as J • le I SYMd_ i y I r- PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 24, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PACES 12-15 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), I-Iff rh i t-OT MAXE SuQe 'r4re rzz'A - NOT QL'oc-t-E0 R,Y N IF oeEEDcD Mote_ 11AL' THE C"bnc.t-erg E: u 131UkL lFTI Ic-H^A& crr En-Irnlc'cn— o sp. ss. LOT 25 o Cot o p, ffF`tiRfSpOge(oc O 06, Mfp0 S 4 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC 4 1s R'CHro f' %p ti \ 1' - 30' GRAPHIC SCALE. ko0 15 30 O, OO 0 V LOT 23 1 Nj GS'UiNir!'vtS i 4- 100 Alum Screws 2"x 2" x 34' Truinum Beam s-IT fio PLANS REVIEW 2"x2"x8T° Aluminum Post DYFF PUL, r,-,EDybTY 0F SIN . 2"x2"x88 „ Aluminum Post 2"x2"xH" Aluminum Post 2" x 2" Alum C IMit Rail 142 BristolForest Trail The Preserve at Lake Monroe Sanford. FL 32771 407-324-2187 1" x 2" x 365 5/8 " Linum open back Joseph M. Marcia!, Architect Lie# AA-o003520 3063 Enterprise Road, Suite 15 1FrontWall DeBary, FL 32713-2790 386.668-6252 v 4-0 Vti sting c Crete si 12' 2' Left Side View I2"x2" Alum Chair Rail I I F lx2x 50 V2 " open back 2"x2'"xl2'- Aluminum Beam 2x2 Alum Header 310"x6,8" aluminum screen door 3410 x3" alum screws 2"x2" Alum Chair 10 x I '/- screws 10 x 2" screw on center every 24" apart and 6" on every upright Nk yC 6" from bottom. up 2 1/4" x 1/4" tapcon screws to the wall 1x2x 50 1/2 open back 2 1/4" x I/;X.`sets --(,) 24 tenter t Right Wall i 2"x2"xl2'- Alui um Beam F 4-#10 x Y Alum screws a o— N g. N k cV 2" x 2" alum chair rail 2" x 2" alum chair rail Castle clips 10 x 1 '/' screws 16`° kickplate Attach post to plate w/4- 410x 1 V2:° screws 6 from bottom up 2 '/4x tapcon screws to the wall 1" x 2" x 140 1/4" Aluminum open back 2 1/4" on ce x '/" q. sets .dJ ' 3" Rise .024 gauge 34 roof pans 37' Extruder Header attached to the house by 10 x 1 ',/2." screws n This building hs been designed as an enclosed structure in accordance with the requirements of Section 1606 of the 2001 Edition of the Florida Building Code. As such, it will withstand basic wind speeds of 120 mph (in 3 second gusts), at importance.factor 1, Exposure B, and internal pressure coefficient of 0.18. Design pressures from components and cladding are: +25.9, -34.7. Connections have been checked to sustain/resist applicable loads. 41 3" rise- five ribbs aluminum roof pans, attached to the extruder header with 9/16" head tek screws 1 4° a 9 dk 4 i Downspout i 1- Al, RollRoll Form Gutter (will be attached t the roof . g pans with 9/16" tek screws & lx2 cleats Roof attached to this beam with 3 9/16" screws; at each pan same" ow phut 1- 3" x 4" Alum. Downspouts with #A elbows for extruder header ' attached to the gutter at each end ~ Permit No. State of Florida County of Seminole NOTICE OF COMMENCEMENT Tax Folio No. 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 this Notice of Commencement. Description ofproperty: (legal description of the property and street address if available) m Z b,(d u S-Q l Z 3ri410 L F-Ores4— Tvx,( General description of improvement: C -ee— vC 3 Owner information n 2a. Name and address R-1`14 1 1 qz pri Sbo L F&, u-c- TYT.). i b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) n W 4. Contractor a. Name and address b. Phone number Fax number 5. Surety r g a. Name and address top Lt* b. Phone number Fax number ;;T— c. Amount of bond 6. Lender a. Name and address b. Phone number Fax number 7. 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: a. Name and address b. Phone number Fax number 8: In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a, Phone number Fax number A_ 9. Expiration date of notice of commencement (the expiration date is 1 year from date of rec g unles a different date is specified) cw Rai `gture of Owner Sworn to (or affirmed) and subscribed before me this day of 1 20 b by Personally Known OR Produced Ide Type of Identification Produced F L tore ofNotary Public Ste of Florida Co ionFUoMiMA• G 82s0AIYCOµM15910N Do E%PIAEg:Novow'SO20 TAN U6Pr/Ft i THIS INSTRUMENT PREPARED BY: NAME 2—N\1 -6 Q ADDR. 8Y',<AL a2W—reLJj u IFIED Co YAMIYE R0 Q K;OF CIRCUIT co FLO A Book5372/Page47 CFN#2004105250 L._ CERTIFICATE OF OCCUPANCY COMPLETION This is to certify that the building located at 142 BRISTOL FOREST TR for which permit 04-00000330 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Buildinq,Official prior to the issuance of said building permit, to wit as S complies with all the building, plumbing, electrica , zonin and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No _ DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled Fjg ctj Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In .3) Lines In Meter Sewer Set _ Tap Reclaimed Water ENGINEERING: Street Drainage oy Paved Maintenance \ \ Bond PUBLIC WORKS: Street Name Street Signs `1 lS SJ,..n,la Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 11/25/03 10.00 01-APPLCTN FEE -BUILDING 11/13/03 10.00 01-APPLCTN FEE -MECHANIC 2/04/04 10.00 01-APPLCTN FEE -PLUMBING 11/24/03 10.00 02-ENGNG DEVLPMT FEES 11/13/03 10.00 01-FIRE IMPACT - RESIDENT 11/13/03 59.27 01-LIBRARY IMPACT FEE 11/13/03 54.'00 01-OPEN SPACE 11/13/03 279.61 PAGE: 3 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 142 BRISTOL FOREST TR for which permit 04-00000330 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT RESID 11/13/03 91.93 01-RADON GAS TAX FEE 11/13/03 20.54 01-ROAD IMPACT'FEES 11/13/03 847.00 01-RECOVERY FD/CERT. PGM. 11/13/03 20.55 01-SCHOOL IMPACT FEE 11/13/03 1384.00 WD IMPACT:SINGLE FAMILY 11/13/03 650.00 SD IMPACT:SINGLE FAMILY 11/13/03 1700.00- OWNER BUTMI14G O / DATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 142 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 24, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 1 SEMINOLE I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4/17195 4/17195 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): 1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AID, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO 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 conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top ofbottom floor (including basement or enclosure) 14. 3 ft.(m) o b) Top of next higher floor 24.0 ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o o d) Attached garage (top of slab) 14. 0 ft.(m) E 11 o e) Lowest elevation of machinery and/or equipment W ° servicing the building (Describe in a Comments area) 13.6 ft.(m) o 0 Lowest adjacent (finished) grade (LAG) 11 7 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 13. 4 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 sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTT STET TE. ORLANDO FL 32803 SIGNATURE )&KJV&)yp ,DATE TELEPHONE JA 1 3/11/04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX. NO. Policy Number 142 BRISTOL FOREST TRAIL _ CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNT'( 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 top of the bottom floor (including basement orenclosure) of the building is - ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Sec orl G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners 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 Earecorrect tothe best ofmyknowledge. 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 commjnity's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or focal law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued orcommunity4ssued BFE) or Zone AO. G.3. The following information (Items G4-G9) is provided for community floodplain management purposes. r,4 PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATECERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G13. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions DESCRIPTION: (AS FURNISHED) LOT 24, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 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). a \ L R7Cyli,.( 7ry ° 7 4oFS 0 ` yoF CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY. LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-10-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND, 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF LOT 24 BEING S35'36'49"W PER PLAT. FIELD DATE:) 11-18-03 REVISED: SCALE:-'" = 30 FEET APPROVED BY: Si IRNAI t-u JOB N0. ASM39638 FORMBOARD 11-25-03 CKB PLOT PLAN 09/30/03 SDO DRAWN BY: LOT FIT 01-02-03 CKB 1"=30' GRAPHIC SCALE 6 15 30 12.7 915J\ PT LEGEND BUILDING SETBACK LINE FND NAIL AND DISC CENTERLINE ° LB #68 (03/10/04) RIGHT OF WAY LINE SET 1/2" IRON ROD AND CAP4EXISTINGELEVATIONOLB //6393 (03/10/04) CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/VJ CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 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 POL POINT ON LINE PCC POINT OF COMPOUND CURVE 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 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. Y' a) \ . FOR THE LLIAM R. MuSCATELLO JR. PSMy4J28 DATE is• as g c _ CiIT s_' ®F t.f`fli 7 PEi A41! f' Fi.fCnT!>;lti Fey -wit k V J9b ltldtess/ Description of V'vvr? , Nxtoris i'listrlct: f,u Pt rrl3it Type: Building Elec-bical lkgba icatl Flur,bing Fir€ Sprinkler/Alai;,-- Fl€ctrical: New Se v3ct - u of &MpS E ddition/Alteration Change of Eel vise Tern oa'li- Pole l3'lechi2nie21<i Residential Non -Presidential ReplaceTnent INewv (Dust iayouut & Fnergy Required) PlumbinFl New Commercial: V of Futures r of Water Eta Sewer Lines "o€Gat Lines Plumbing/ldiew Residential: v of W Closets Pliumbi»F Repair -Residential or Cort3mcTcra! - - - Occupancy Type: Residential / Conirmcial Indust,ial Total Square Footage: Construction Type: r,. of Stories: #t of Dwellir3g Units: Flood Igoe: (FERIA form rcoulrcd for- (,Y)r.r tl3tret ,,) Pzrcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: T A VV 19AT FiL)Riit>f Bonding Company. Address Mortgage Lender: Address. Arch itecUEngineer: Address Attach Proof of Ownership & Legal Description) Phone. It L,eense lu Phone: Fax - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conn-,enc.ed prior to theissuanceofapermitandthatallworkwillInperiodtoi=t standards of all laws regulating consrunon 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 certi;y that all of the foregoing informo—tion is accurate and that all work will be done in compliance with all applicable lr.w rr.3=tdAting construction and zoning. WARNUdG TO OWNER: YOUR FAILURE, TO RECORD A NOTICE OF COMMENCEMENT MAY F:ESULi fl,? Yol M 1'!,1' 4G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AJ-J ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to ibis property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water Management districts, state agencies, nt fc:d(aal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Flonda Lien Law, FS 713. Signature of Ownee/Agent Date Pint Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personall, tino%Ti to Me or Produced ID APPLICATION APPROVED BY: Bldg: Imual & Date) 7cc sal t and iItons: FE8 0 3 2004 Date BERT G. DELLO RUSSO Print Contractor .Agenl',-Namee VAi2l y FEB 0 3 Z004 Signature of of Florida Date Contractor/Ag;-.: r' _ Personals,, Known to Me or Produce.' Zoning. Lt ::cs. I:D _ Initial & Date) (Initial & Date) (liritia blDa, B' 1Ig6A1 0 t/t3N181A 5-06-203 12:52PM FROM 01 .lira 1• . y P. 1 Permit # Job Addr Descriptil Historic CCTV OF SANFORD PERMIT APPUrATTON y s• value of work: s Permit Type: Building Electrical X Mechanical Plumbing Firc Sprinkler/Alarm Poal _ Eledricyl:'New Service -# ofAMPSS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement Now (Duct Layout: & lraergy Ql. Required) Plumbiag/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential::'#i of Water Closets Plumbiag Repair— Residential, or Commercial Occupancy Type: Residential Commercial Industrial. Total Square Footage Coasirucdoa Tyne # of Stories: __ # of Dwelling Units-, Flood 7-4ne: (FEMA form required for jtocr .,,au x) rroofof Ownership & Legal Descrip(lon). aS Ave. Suite 2000 Altamnnte prings, FL 32714 - fPhone : 407 661-2150 _ Cociu:;ctor Natnc & Address: Approved Electric Co, of Florida 4874 S. Orange Ave. Orlandoi FL 32806 Mate Lice tse 'umber EC0002494 Phone & Fax: - _ Contact Person:John Findlay Phone: 407-851-1220 Company: _ addre.a.c 1on;,a;,c Lender - n Arr,hiitct/Engincer. Phone: Adaress. hax: Application is harcby made to obtain a permit to do the -work and installations as indicated. I certify that no work orinstall3don has commrnccQ prtct, I,: rr,Lssuariccofapermitandthan, all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand chat a separdtcperrrtitmustbesecuredforELECTRICALWORK; PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS, andArK70iNDfTIONERS, etc. OWNER'S AFi,1DAV fr: I certify: that all ofthe £orcgoing information is accurate and that all work will be done in compliance with all applical,lr, fo,r•: , et-41anngcorut1xdonandZoning; WARNING TO OWNER: YOUR FAILURI TO RECORD A NOTICE OF COMMENCEMENT MAY RESULY IN WITCE FOR DAPROVBMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANArFHfNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTI `F: In addloon to the mquirer=ts of this permit, there may be additional restrictions applicable to his property that may be found in the public r,.co d cic7, and t G r wy be additional pamics rMquired from other• got A,ctp:ancc of pernit is verification that 1 will notify the uwner of the pr Signature of Owner/Agent Uace Charles CannonPaintOwner/Agcnr's Namz Pri i Contt'actor Agent's Namo- S,S,'ature of Notary-St3tc of FIOi 1a Datc gnawrq nl.o ry•Stalc,Of c, p , MYC.C4MR 15510N. 4,fr19n 3?Sb 0- i,eringcntis _Pcrsonalk,Kno,%nto,Hcur Contraetpr/Ac:.:Is _P nunai,,'tinrtwntct ,:, ortdc'¢ P nAuc d IU HIXI3JOTARY FL No Sdrvco&t3sr&,9t. C. TION Al'111Mvtl) EIY: Oldb: _: I U: Initial & I.)atc) IrtiUdl Uatx)0,11C Ins. Permit # : O 7 —3J O Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: 1' —27 all Value of Work: Permit Type: Building . Electrical Mechanical Plumbing V Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wa r Closets_ Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: n ^ 1 n ^^ ( Attach Proof of Ownership & Legal Description) Owners Name & Address: l i +P—) Phone: /. CContractorName & Address: to K 1 GAT dex - S nnS ?? J q p State Liiccense Number: C '"Cr 0 , Phone & Fax: qO-2 ' 23S (> 0 / "i Contact Person: _ Phone: d = 3ffT Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe it is verification that I will noti the owner of the property of the requirements of Florida Lien Law, FS 713. ; CJ(nr ate Signature of ontractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name i nature of Nota —Steto TfFlon Date Signature of Notary -State of Florida DateP A MY C00i V3S,"N # CC 02tn03 EXPIi;_r Pw r cn 23 20,14 Owner/Agent cPer9 nallyk'iS' Vr ito3Me or fiery s Contractor/Agent is Produced D ( _j— ': 3Zy ' Produced ID _ APPLICATION APPROVED BY: Bldg: Special Conditions: Zoning: Utilities: Initial & Date) (Initial & Date) Personally Known to Me or FD: Initial & Date) (Initial & Date) POWER OF ATTORNEY Dater 03 I, cY wc4fr! le i r° K fc A , do hereby authorize W,,j 1C: ( Ia , to pull the OMi 1, permit for [qZ type of perrrutj address cu o,, -8, L Signature t+" T. S. SLONES My COMMISSION # DO 152189 EXPIRES: November30 2006 3A n BMWTn,u Na**auunaenvrNws V NotaEv C1 Z, On so. n U-y-kr own-to-rne' or drivers license # State of Florida, County of j E 0i 0c - on day of N>) , 20043v IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75651 DATE: _ BUILDING UNI TRAFFIC ZONEE RISDICTIqQN SANFORD 1-1 Qi OWNER NAME: ADDRESS: -l ---- APPLICANT NAME: ADDRESS: _ ______... ... .... ... ... ... ... .... ____________________ LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUf TYPE DIST SCKEDULE DESC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE 2,285.00` STATEMENT RECEIVED BY: SIGNATURE PLEASE PRINT NAME) DATEr/___/ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE,TO NOTIFY OWNER AND ENSURE TIMELY PAYMENTMAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERGQNS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERS(]NG ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE, RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT GHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 30O NORTH PARK AVENUE SANFORD. rL 32771 PAYMENT SHO LD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINOLE FAMILY BUILDING PERMIT******************** r. " CITY OF SANFORD PERMIT APPLICATION . ; Permit # : ^, Date: ess IL— Description4 l Job Addr/ Piis/yL r 45T Al ofWork: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLLING Historic District: Zoning: Value of Work: $ Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Xminerciallosets Plumbing Repair— Reside tial or Commercial Occupancy Type: Residential Industrial Total Square Footage. Construction Type: # of Stories: —A, # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— Ogg 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000, ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name & Address: PATRICK J . KNIGHT/CENTER HOMES ( SAME AS ABOVE) State License Number: CG C049689 Phone&Fax: 407-661-2176/661-4089 Contact Person: JACKIE CAINES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: Address: NA Architect/Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P O BOX 161613, ALTAMONTE SPRINGS, FL 32716 Far: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florid Lien Law, FS 713. SEP 2 9 2003 Signature of Owner/Agent Date Signature of .ontractor/Agent Date PAT KNIGHT Print Owner/Agent's Name Print ContrSclor/Agent's Name Q ® 2 9 2003 Signature of Notary -State of Florida Date Signature of Nona State f artda Date4t If Yit. c r d 1 Owner/Agent is _ Personally Known to Me or Contractor/A'gent rti X% Personally Known to Me or` ' Produced lD Produced ID APPLICATION APPROVED BY: Bld_lZ o _ %oningFIO Initial & Date) Special Conditions Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) T 57 ?D - l(0 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 4r Scminuie Cuunty r PCrtfY r0 pnriser J lr[tviCCt 1101 9, First St. 9n.nford F1. 32771 4i1T.ti6 79i1fr 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SANFORD Number of Buildings: 0 Parcel Id: 0000-0240 Tax District: WATERFRONT Depreciated Bldg Value: $0REDVDST CENTEX Depreciated EXFT Value: $0 Owner: HOMES Exemptions: Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: 142 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 2003 Notice of Proposed Property Tax SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vaclimp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 24 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 1 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property our next ear's property tax will be based on JusUMarket value. http://www.sepafl.org/pls/web/re_web.seminole_county_title?PARCEL=2219305020000O24... 9/30/03 City of Sanford Building Division Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - cast, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. C. Framing plan for floor joists where conventionally framed_ Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: I. Garages/Carports sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) _ sq. ft. 4. Conditioned Structure /5' sq. ft. j. Total Gross Area sq. ft. 3. Three (3) sets of completed Florda Energy Code Forms. 4. Soil analysis and/or soil compaction report. Ifsoils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. c_ Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. C. Property ownership verification. f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. 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 city ordinances. Date SEP 2 9 2003 Owner/Agent Signature Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661 -4089 www.centek-orlando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permitapplications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA LOT OC 4 COUNTY OF SEMINOLE The foreg was acknowledged before me this Ig29strument2003byPatrickJ. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. 40DTARYJP UBLI RY' CS {' ', s A VIQ rat1 TLF 'Al ih f' r-4' 4 25S}4 {.221 -24) SH 2 {+22/ -29) b"Oxb'8 5.6.D- T2- csansE e a.s 25 5H 255H - (+21/ -23) W-y' u So g•_r w wr- .. .: (+22/ -24) t5'-0 VI' (+22/ -24) - - 0Py00Km 25_-5 V4° G v _.Z. I 70 5v i1ASTER BD t 5 1211-10' fi'^6' Gl5 ;q F,4MiLY ROOM - s-o• cib. w 1614e,rw rCHEN 1 3•_ fY 4'Xb• UA_ TO CIL& y fl G = i9 0 0 9n A H -4 V ` 9 z ^H 5, ° 2._1» Y-fi)° 3_° z-2s r AE v4 ! O a ^> .t Y ry TOEr _- 6' - Q a-zxa 5Trrx 2 2 ill.0 a v 2va• _ eo• ue M, ATt-i z revao-Gcw 5 _ a 9.,-6 _ 2._i. 3._29° 1v { _ FE ti 5'-i 3!S° _ lo'-9 V21 — — 8 f4 3'-6° b• s fl '1 ®4 a°T ! GQMR1 1 1 UJ y r- a vx.• ra us,= !2) 2" T av [Y a STOR. v wosT 3® GAME ROOM v p q FOYER O ii 2-2x4 p i «° e n ( v 7.4 FOSTas xe b - w snA s tt s rw 1 VIttsiL6im _ 5•_1= -_ _5D'-& — -` TOP iN _ v eort FOR ATi-1 "3 c r.n• a —f2 4" _t — 1 4 -- - -- -- eH' c- Lib z'v.•a 5,-° i (+Zl/ 25) rbMv° s — -- -- A1AJ 31 ty4 31-V 3'-6°_ 2-25 5H f`. +(# av atxpr+ ( 2) 255H 211 - Zb) x ova, P-6' 9'-T Sly" T-2 VS6° __ aAnx T'-1 /ib° l'-2 1JS6' A1R ER TO RAVE A fitK `»' 2'8xt•o -0' —_._.— }A -» .. ' 4° FARAPiGE ON ALL SIDES •`4_ —` T'-0 3!4' --_ T .--- — j n8 UItP ANAFFi..tANGE, _ — ACE 54ALL A3,RHANDLER TO AAVE A MN- !9 bm° a 1- EOCi A' FA+cE &-A -SIDES--=e_-.— _ z ML92' EIADFR THAN AFPLIAW-E- - — g n AREA GALGU_LATIO5 Ad B OFxrczlor t4Aus RF 15T 1rLR 1-114NCB: 1542 5F QAl EM suF+c9r r F CzA E 2ND PL12 L!V{AIC: 1473 sf a g 3 SHEAR LOAD5. ' s/ L e TOTAL 3515 5F b 6ARA&E: 44-7 5F s U3.1. G_ Au s HFCOVERED ENTRY: 12 5F r g3 To Fi° xi0 uv r2°- - - - - -- - - - - - - - - - - - TOTAL : 39T4 5FILO r s FL3TC l. ES.»` hi0"PEO OTHF j 1 p 5 2ND FLOOR PLAN 1 1 t W ta v4»=1,- 0' •_al'_« 12'- 1ST FLOOR FLAN 4 a wO.c. E&RE55 25 5H 16'-0 1/2' 25 5H s (+22/ - 211) (+22/ -29) 6'-d 3116° L 6-0 1/16' 1 6'-3 314' T 20- V 5TAIR INFORMATION t^ A" HE1CotiT: 4'-4' aacx ar asH ara sn• rP. aonfm RJ SERS: db o 7' F_A=GHzxt scP re q / yam vcaz 1 TP.i=ADS: 50 10 4/5` EAGN FrAW AIR nac tilfil - , A/ C GL05ET DETAIL Q CABNET SECTION 5CA1_E- h'41'-° 3GdtE< tTt'• . Y-m• 1/4'= I'-o' s ' f T ib' XTO.i-1D- (rig/ -23) PSTF K- T STAYR ETAtL IN SHEETS EiVGIPaERIN Y va O FORADDRITIoNA- s83 ALL FAIE L5To /2° 9 e•o-cis. tin=w At>,»„ GON5TFLGTlON NFORMAiloti kF E55 O255H255H r.+• Tfxvt C by- ad CUTDOMOJILATIONSGAD 2xI2i RE r LR LIYIN6= 15425F FLR Lt*/1A16: lq-73 5F i o1-zzm EFONT P l Clow— IBM TOTAL 3515 5Frvr3az 1J - iXb BACK s &ARA&E- 44-7 5F CoABO,E mrnJ 1 r sheet: 2x12 5TR1N&ER m COVERED ENTRY: 14-1 5F - - - ------ - ----- 1 TOTAL 41 5F - PARTIAL FLOOR PLAN D' ''- --s^ 3514 5TAIR DETAIL s Tom. t/ 4"=, _ - • ° This Instrument Prepared By: NAME: Debra A. Riggs -dentex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No, MARYANNE MORSE, CLERK OF CIRCUIT COU SEMINOLE COUNTY BK 05052 PG 1059 CLERWIS # 2003181144 RI-A11ROIA) 10/08/403 10:07.-Pq AM RECORDING FFS 6.00 RECORDED BY L McKinley THE UNIJERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I Description of Property: LOT ' PRESERVE AT LAKE MONROE 'Recorded in Plat Book 62 --4Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2, General Description of Improvement. SINGLE FAMILY DWELLING 1 Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: F18E SIMPLE INTEREST Name of Fee Simple' Titleholder: N/A !Vi A R Y E N1 0FWE, 4, Contractor: CENTEX HOMES, 1- 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 *131 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A Persons within the State of Florida designated by Owner upon who notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8, 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: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year fro the date of recording unless a different date is specified) i Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE WE TIES SEP 2 9 200,3 BY DEBRA A RIGGS- OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION rVV1 2729 HOLDrNO COR-PORATTON,A NEVADA CORPORATION, DEBRAA,PIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. NOTARY PUBLIC RoHda s Jan 21, 2004 27P08311;317 u PLOT PLAN DESCRIPTION: (AS FURNISHED) I_OT 21, PRESERVE AV LAKE MONRCTE AS RECORDED IN PLAT GOOK 62, PAGES 12--15 OF IIIE PUBLIC RECORDS OF SFVIINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 24 CONTAINS 6000 SQUARE FEET J, (LOT ONLY) THIS SIRUCTEIRF CONTAINS 2000 SQUARE FEET i TOTAL CONCRF IF 5,54 (WITIIIN LOT ONLY) SO. FL t TOTAL SOD 3166 SO_ FT. 1: PERCE-N T OF C;ONCRE TE & STRUCTURE TO LOT 42% J, SQUARE FOOTAGE (UP TO CURB) LOT 2.4 UP TO CURB CONTAINS 6550 SOUARE FEET f THIS STRUCTURE CONTAINS 2000 SQUARE FEET is CONCRETE 667 SQ. FE -L INCLUDING (SIDEWALK/APRON) TOTAL SOD 3683 SO, FT I LOT 26 y "ylrT1 4 F 4V 00' 30• r: i OT 25 A000 u Fo i ! ,TJ „T Apo' IZOO Pam( ff QSLR. 3 q °G- o c a SI" LOT 23F ° Of 0. Q 01p,17T- 'IT L .001 50-0RlC'kl ` r O WqT /per, BUILDING SETBACKS ERON is 25, RE AR: 20' / Slraf_ 5, PT CORNLfz ij' PREPARED FOR: CENTEX !— TOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CUENF fills PLOT PLAN IS INTEND[(} FOR PERMITTING PURPOSES ONLY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OF 1NE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION UST FO O CONSTRUCTION. All BUILDING SET LACK 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 Ti-TEF.LR.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS 10 LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE; BASED ON TLIE SOUTHEASTERLY LINE OF LOT 24 BEING S35'36'49"W PER PLAT_ FIELD DATE:) REVISED: SCAL. EI_ 1 10 FEET — APPROVED BY: JON NO. ASM39638 LOT PIAN 09/30/03 CEO DRAWN BY: Of FIT 01-002-03 CKH 30' GRAPHIC SCALE 0__ 15 30 9I. 111,01,-NG5CTBACK LINE F.ILWI' OB MINIMUM LOT WIDTH F TNT ON UOUNDARY CENfl- TUNE PCC POtNT OI- COMPOUNO CURVATURE RIGIN OF WAY LINE POC POWT ON CORVI: co',Xx PROPOSED ELEVATION OR 0TfICIAI RECORD PU PLANNED PLVELOPMrNT PROrO5E0 DRAINAGE FLOW DENOTES DELTA ANGLE L DENOTES ARC ICNGTH T CONCRFT€ C.IT DENOTES CHORD LEAPING LS LAND StiRVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS lANO . ItRVEYOR EI DENOICS POINT 01 INT(RS[Cli6N PR P[ RMANENT REFERCNCE MONUMINI PRC PT DENOTES POINT 0 H[VERSE CURVATURE DENOTES POINT OF TANGENCY PCP PERMANENTCONTROLPOINTTYPTYPICALP) PI R PLAT A/C AER COMMONER M) MTASLRED CNW CONCRETE flLOCK WALL FED FOUND RP RADIUS POINT CjW CONGPLTL WALK CS CONCRETE SLAB 5/WSIDEWALKCCHORDLENGTI-1 Cr CONCRETEPAOS0. FT- SC3 FEET PB RPLAT POOK RADIUS NG TU! NA -AGRADE PGS PAGES RiW RIGHT---OF-WAY AMERICAN SURVEYING MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L.8#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOP, EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE (_AND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS 5HOWN- 3. NOT VALID WHOLE THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR TFIE f IRPr! R. USCATELLO JR SM#4 ?_Ei DATE G:IASMN' A,qM3%3D-<iv 9M/2, Q92'47:42 PM N0.425 P002 FORM 60OA-2001 FLORIDA ENFRGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 3 514L M RC" 2-,j Address: 112 BRISTOL FOREST TRAIL City, State- LAKE MONROE, FL Owner- CENTEX HOMES Climate Zone: Central I. New Construction or existing 2- Single family or multi -family I Number of units, ifirnulti-faunly 4. Number of Bedrooms 5. Is tills a worst case'? 6. Conditioned floor area (ft,) 7- Glass aTca & r, e a. Clear R Single' Palle b. Clear- doable pane C. Tintlod)rr SlICYC - slngla pane d. TuirlothrrsimjC - diltible parre 8, floor Types A- Slab-0-n-Giadc Edge lilsulabvil b- Raised Wood, Adjacent c. N/A 9 Wall types a. Coiwrcrc, Int rusul, f_ktcj -Or b fiarne, Wood, Emmior c- Frame, W(x)d, Adjacent d. N/A c. NIA 10, Ceiling types a- Under Attic, la. N/A c. NIA M Ducts a- SW, Ultc: Per: Unc, All Garage ll. Sup: Unc, Ret: Con- AH: Imclior Glass/Floor Area: 0.12 New Single family fl Yes 3515 ft' Builder- PQ'rTnitting Office - Permit Number: UrZiction Number- MERMIRIM Cap: 30.0 kBmilar SUY'R: 12.10 Cap: 36.0 kBm/Iff SEER: 12.05 418 0 W llcafiug Systems 0.0 fl, a. 1? whic Hear Pump Cap, 30,0 Mullix 0,0 ft, H,",111': 7,55 0.0 fil b, 111ccuic heat PUI14) Cap- 36.0 Mtrrlbr HSPF: 7.65 R-0.0., 162 0(p) ft N/A R= 11.0, 45()-(dft' 14. 1 lot wa". systems 3 111-1-hic Reststaut-c. CRP 50.0 gallons 1039,6 EF 0 86 R11 0, 1405,0 W b. N/A A I _0, 208.0 fix crerlits 01R 11rat recovery, Solar J) HP Dedica" beat pimp) R= 30.0'1998 0 W 15- HVAC credits CF- Cciling tan, CY-(juss ventilation, HF- Whole bousc fan, PT I'Toriartyinable 7hf-1114o-,tat, Slip. R=6_0' 1.0 14 M7-0 multizone coolie;;, Sup- R=6'0' 1.0 ft MZ H multizolic heating) Total asbuill points- 47484 Total base points: 50564 I hereby certify that the plans and specifications covered by this calculation are in complia he Florida Lnergy Code,. PREPARED BY; DATE -- I hereby certify that this building, as designed, is in COrnplianc, e with the Florida Cnergy Code- OWNER/ AGENT- J Review of the plans and spmitic- itions covered by this calculation indicales cornplianG( with the Horid-i Energy Code. Before construr'lioll is Completed A this building will be inspected for c- Or"PlizifIce with Section 553-908 Flonda Statutes, bw BUILDIN6 OFFICIAL: 1 3 7:D DATE: EnergyGaugeo ( Version- FIRCSB Q-2) 30/2003 15:0-0 DEL AIR 4 4076614009 NO.425 P003 F60OA-2001 ORMSUMMER CALCULATIONS Residential Whole Building Performance Method A - Details BASE AS -BUILT 3LASS TYPES xcolndlboned igx BSPM Points Ov erhangOrnt Len i-igt Area X SPM X SOL Points Floor Area Type/SC 3515- 0 25.73 16311.0 Single, Clear NE 1.0 160 32,0 43.65 too 13933 18 Single, Clear NE 3-0 20.0 7.0 4365 OM 299.6 Single, clear NW 1.0 170 32-0 37,74 1.00 1205,0 Single. Clear SW 10 18,8 40.0 52,82 1-00 2110-6 Single, Clear SW 1,0 W-0 320 5182 1.00 1688.1 Single, Clear SW 1-0 17-0 16.0 52.82 1,00 B44.0 Single, Clear SE 1-0 17.0 32,0 56,64 1.00 1812-0 Single, Clear SE 1,0 17-0 32,0 56.64 1.00 1612.0 Single, Clear NE 1.0 6-0 32.0 43,65 097 13562 single, Clear NW I Q 6.0 160 37.74 0,97 586,5 Single, Clear SF 1.0 6-0 16-0 56.64 0,96 873.2 Single, Clear SE 1,0 6,0 16.0 5664 096 8732 Single, Clear SW 1.0 6.0 16-0 52-82 0.96 813.6 Single, Clear SW 1.0 6_0 32,0 52.82 0.96 1627.2 Single, Clear NW 1-0 5.0 19.0 37-74 0.45 684.2 Single, Clear NE 1.0 6-0 32-0 43.65 0.97 1356.2 Single, Clear NE 1-0 7.0 16.0 4165 0,99 6882 Built Total-, 418.0 2'022,9 20022.9WALLTYPES Area X BSPM Point$ Type M R-ValueAreaXSPMAdjacent2M0 030 145-6 ConCrete, 111t IF150, FXtenOU 41 1038-6 1,18 1225.5 Fxterior 2443- 6 1.90 4A2.8 or Frame, Wood, Exterior 11,0 1405.0 2669_5 Frame, Wood, Adjacent 11.0 208-0 070 145k Rise Total: 7651.6 4-188.4AS-8011t Total: 2651-6 4040.6 OOR ES DTYP AreaXBSPM Points Type Area X SPMPM poi pointstS Adjacent 0.0 oko 0-0 Exterior Wow 18-0 7,20 1296 Exterior 380 480 182A Exterior Wood 200 720 144.0 Base Total-, 38. 0 182A As-Brult Total-. 38,0 273.6 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1908- 0 2.13 4255,7 Under Attic 30-0 1995.0 2,13 X 1.00 4255.7 Total: 1998.0 4255-7 EnergyGaugeO DCA Form 60OA-2001 F_nerqyGavgeWFlaRES*200l FLRCSBV32 04/30/2003 15:00 DEL AIR ) 4076614009 N0.425 P004 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS', a s PERMIT Erg rgyGaugel'" DCA Form BMA-2001 EneqjyGauqe0/F1aRES'2001 FLRCS8 V3-2 30,,2003 15:00 DEL AIR 4076614009 NO.425 POOS FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT #: AS -BUILTBASEPGLASSTYPESJionerotst X BW18xconditionedXBWPM Points Overhang Ornt Len Hgt Are, a; X w1l I WIFWPMXWOE Pdirl Poin Floor Area Type= 3515.0 5.86 3107.6 Single, ClearN E 1 0 16.0 32 O 12 00 IM 3M3 9118 Single, Clear NE 3.0 20-0 7-0 1100 M 4.0 Single , Clear NW 10 17.0 32.0 12.23 1.00 391.0 Single, Clear SW 1.0 18-8 40,0 9-22 1 -00 369-1 Single, clear SW 1'0 17.0 32v0 9.22 1.00 295-3 s ngle, Clear SW 1,0 17.0 16.0 922 1.00 147,7 Single, Clear Sp 1.0 17.0 32.0 834 1 M 2682 Single, Clear SE 1.0 17.0 32-0 834 1-00 268-2 Single, Clear NC 1,0 6-0 32.0 12.00 1.00 3841 Single, Clear NW 1,0 6.0 16,0 12,23 1.00 195.3 Single, Clear SE 1-0 GM 16.0 B-34 1,02 136A Single, Clear SE 1.0 6-0 16-0 8,34 1,02 136-4 Single, Glear SW 1'0 6.0 16.0 9.22 1,01 14M single, CIOar Sw 1.0 60 32.0 9-22 1-01 298,2 Single, Clear NW 1'0 6.0 19,0 12.23 1.00 231 .8' Single, Cie -or NE 1'0 60 32-0 1200 1 M 3841 Single, Clear NE 1-0 7-0 16.0 12.00 1.00 192,0 As -Built Total: 41U.0 4314.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 20s.0 1.90 374-4 Concrete, int Insul, Exterior 4,1 1038.E 3-31 3432.6 2443.6 MO 4887-2 Frame, Wood, Extoor 11.0 1405.0 2.00 2810,0n Frame, Wood, Adjacent 110 206-0 1 3-M4 Base Total: 25,51-6 5061.6 Ar-Built 10tal' 2651.6 6617.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 0-0 0-00 0.0 "c6er Wood 18.0 7,60 136 8 Exterior UnderAtbc 38,0 5.10 193,8 Exterior Wood 20.0 7,60 52'015Z.0 Base Total: 38,0 1193.8 As -Built Total: 38.0 Z88.8 CEILING TYPES Area X BWPM Points TYPe VR-Value Area X WPM X WCM PointsI 19930 0.64 12783 1 Under Attie 30,0 Vq&() 0.64 X 11)0 J11Z27&7 JZ18-7 11998-0 12787 As-Buill Total- 1998.0 78_ CnerqyGaugeO DGA Farm 6()OA-2001 FnelgyGaugeVFIaRF_52WJ FLRCSB v3_2 01j-/30/-2w3 1s: 00 DEL AIR 4 4076614089 FORM 60OA-2001 N0.425 P006 I WINTER CALCULATIONS Residential Whole Building Performance Method A - Details rZMES' F"ergyC,aLjge1- ®CA Form 6MA-2001 Ene-rpyGauqcWF1aRE:V2001 FLRCS13 v3-2 04/30/2003 15:00 DEL AIR --) 4076614009 NO.425 P007 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance, Method A - Details ADDRESS: ... WATER HEATING Number of X Multiplier = Total Bedroorris 6 2564,00 15384.0 FTRIM, Tank E-F Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 50-0 0,86 6 IM 2623-63 1_00 15741.8 As -Built Total: 15741.8 I BASE AS -BUILT n+ Heating + Hot Water = Total cooling + Heating + Hot Water = Total Cooliq Points Points Points Points Points Points Points Points 29496 5684 15384 50564 24914 6828 15742 47484 Blow, EnergyGauge"I DCA Form 600A-2001 one rgyGauqeWFlaRF_S'2001 FLRCSB v3.2 04./-30/2003 15:00 DEL AIR --) 4076614089 NO.425 P008 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDR F-',. PERM 1-14' r-L=i-ici 1qT COMPONEENTS SEC-11ONNTS REQUIREMIENT-SE in Table 6-12-Switch or clearly marked circuitWaterHeatem612,1L- 151heaters Comply with etfic jp_ricy requirement-50 b Extannal-or built-in h9a!ral Ulleqa 612-1 Spas & heated pools must have covers (except solar heated}- Non-commercial poolsSp00is & spa-9SwimmingPPis & must have a pump timer- Gas spa & PQQl heaters must have ) minimum thermalmustt 612,1 ner minute at 80 _P-SIG- WA fl restnqkqd to no 190T mial- ater q y must bi, ct' L,ow,er heads All ducts, fittings, mechanical equipment aTA plenum chambers shall be ineelranicaPiyAirDistfibutlonSyStOm-9 6101 attached, sealed, insulated, and installed in accordance with the Gnteria of Section 610- Ducts in unconditioned attics, R---6naln insulation. HVA0 Contmls; 607.1 p_ rlQstat for each system elate: read manual or automatic jterMQ--- S amSe Insulation 604,11, 602-11 Ceilings -Min. R-19. Common walls -Frame R-11 er CBS R-3 boUri sides. C ;III Common ceiling & floors R-1 I E.nergyGauge- DCA Form 60OA-2001 Fner9yGaugeVRaRC-S'2001 1--LRCSB V3.2 M ENERGY PERF OR-MANCE LEVEL (EPL) DISPLAY CAIM 20.090 ili IN 111111tilill 111a ill It 11111i'll 111:111 it lim ii il iii !I MMMMMMMM FSTMA'MI) ENERGY PERIBC) RMANC'E SCOPF,* == 84.4 The higher the score, the more efficient the boxne. I. New coastruction or cxisting New 12- Cooling systans 2. Single family or muld fainily Single faraily a- Ce'utial Vint Cap: 30.0 kBtu/hr 3- Nulliber of Units, if 101116-farmly I SEER- 12.10 4- NwabeT of Pikx1axnas 6 b. Cj l tral I Jillt CAp: 36.0 kBtu4w 5. Is this a wmt case? Yes SEPR: 12.05 6. Conditioned floor areas (ft,) 3515 fll c. NIA 7, Glass area & rype a. Clcar - single panic 419-0ft' 13- licatingsyjzrins b, Clear - double pane ftE 0,0 , a. lmtric Ilrat 1'uirrp Cap: 30,0 1 Wtia/ hr Tintlotber SIIGC - single Paric, 0,0 ft, IISPF- 7.55 d.'pfiitfoibci SHGC - double pane 0-0 ft, b. FIC01 ic Heat hurip, Cap- 36,0 Ottorr 8, FloortypesHSPF: 7-65 a. SlatsJ- hi4oade Insulation X- 0-0, 162,0{p) ft c. NIA b Raised Wood, Adjacent W= 11.0, 450.0ft' v- N/ A 14, Hot water sy-SICAns 9. Wall types a- electric Resisbrice Cap: 50 0 gallons a Concrete, lilt Ift-111, Exterior k-4,1,1038,6 it' IT: 0_S6 b. ravine, WoQd, Extcyior R=l I .0, 1405 Ott' tv NIA c- Frame, Wlxx), Adjacent R= I I M, 20&0 W d- N/ A e. NIA MR-fle'n recovery. Solar 10. Ceiling types DMI-Dedwaled heat pump) a firulci Attic R-3Q0, 1998 0 ft'15- HVAC creditsb. N/ACF-Ceiling fan, CV-(_`A)SS v('11tilaviort, c. NIA BF-Wbola house fan, L DMIST 1'rogruaruuubble 1-bcnooatat, a- Sup: Unc- Rct- Unc, All: Garage Sup, P,-6,0, 1,0 It RB -Attic radiant barrier, b. Sup: Unc. JZet: Cott AlL Interior Sup, R-60, 1,0 ft W-C-MU1tiZk)nC C00jjjW, MZ-11-MIA167, 011c heatig) I CcrrifY that this hQUIC has complied with the Florida Energy Fflicicticy Code For Mulding C01tstfUCtion through the above energy Saving features shell will be installed (or exceeded) S in this bow before filial inspection. Otlicirwise, a new EPI, Display Card will be completed JOB based on ulstalled Code, compliant matures. Builder Sigivature; DateSEP 2 5 Address of New Morrie- BRISTOL FOREST TR_ (:ity/'FLZip- LAKE MON 47 WS N07E Ae home' s estimated encWjyejfirrmance score is, only available through the FI-41RF-S computer program. niy isnotaBuildingEnergyRating. If your score is80 or greater (or 86for a US EPAIDOP,_ F xieqyYtarrud'signation), yourhome may qualifyfor energy efficiency inongage (FFM) incentives ifyou obtain a Florida E-hergy Gauge Rating, Contactthe Energy GatgeHodineof3211638-1492 Qr sce the Energy Gauge web site ar www c . c ed fis c u fforinfotrodend alistofcertifieelRaters, For informationahowtFlorida's EncW Efficiency Code For Building Construction, contact the Department of Community,,iflairs at 8501487-1824, Ante _rain (Version: E`JXC_ SJ3 v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 &29.01 109 COMMERCE SIREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 04 For CENTEX-F0X&1AkX)BS M v n, We.Afw OrVr, AP, FL, US Winter Design Conditions C)Lk dc db 38 T Inmate db 70 T De9jr TLC 32 T Heating Summary Buidr-Ki heat loss 46113 BUT Ventilation air 0 cfrn Ventilation air loss 0 Bbih Deskin lx,,tTt k-),x,i 46173 Btuh Infiltration w4yXI Simplified Construction quality Average FiWh(x.s 0 Heating Coolin Area (ft') 351 35V Volume (k) 28120 28120 Air d kw,M "IF 0,70 040 Eqiiv, A (dFFF) 328 187 Heating Equipment Summary n/a Te , rVa rVa Efficiency rVa I 4c-.tir)9 irTkA Heatiryj cx4)(A 0 BbFh VI alai11tcinp rise 0 T heating fan 0 cfm Heafingair flow factor Offfl drrA-Mh Summer Design Conditions 0(" e db 93 T Inside ( lb 75 T TD 18 T D, Ni range M ReiatKc, Wmiciity 50 % Moisture differerce 43 grAb Sensible Cooling Equipment Load Sizing Structure 3,5939 Mi Ventilation 1980 Bhjh De- 4ptemperature sing 3.0 T Use ' IT 11T). data 11 Ratel, ming rnL1fti[AkY W9 Total sins, equip. Wd 31161 BUi Latent Cooling Equipment Load Sizing Intend gaii-Is 2300 Bb jh Ventilation 2949 Bkh Infiltration % 28 BM Total k mt equip. kid 10771 Ruh Tot acxt jwXjTtloci 47q38 Bbih Req. to al uirxidy at 010IMS1 V 4.4 ton Cooling Equipment Summary U-* e rVa Trace TV,, rva rva Efficiency sffw, it)k' MAng LzA(- qt coolinq Total woling A( AiA wolug far Goc*)() air fkyw factor SpZXX- #- CUT UStat Iva Load sens"e Vcat ra, boPrinW ce")ed by ACCA to rned mqjnments of Marx" J 74-1 Ed VVr- N"t-1tSC>ft Right -Suite Resdenfial- 5,5,06 RSR26014 CCk EaF 0es\N ox & Jacobs 2002\3514\3514 rsr rVa 0 Bfth 0 BbAh 0 Bbli 0 cfrn OWO cfiTvBkjh 0 % 2002- Apt-04 10 16 47 Page 1 PROCEDURESRIGHT-J CALCULATION I`Entire House Procedure A - Winter infiltration HTIVI Calculation* 1. Writer infi AVF 0.70 ach x 28120 fe x 0,0167 - 328 cfm isolated zones = 0 cfm Total = 328 cfm 2 Winter infiltration Wd 1.1 x 328 cfm x 32 T Wvkr TD = 11548 Btuh 3. Winter infiltration NTM 11548 Bbah l 392 ft, Totalvvindoww = 29.5 Bttahfft2 aril door area Procedure B - Summer Infiltration H TIVI Calculation 1. Sumnx:r infiftratiori AVF O.AO ach x 28120 ft3 x 0.0167 - 187 cfm I ted zones = 0 cfm Total = 187 cfm 2 Summer rrrfi", —A7 load 1.1 x 187 cfm x 18 `F Srrrr"TD = 3-112 BW11 3 Sun-wrff I Ifivi 3712 Btuh / K 2 ft, Total window = 9.5 Btuhift' arx[docx area Procedure C - Latent Infiltration Gain llO68xA3gdlbmoistJiff_ x 187 cfm = .ROI Btuh Procedure D - Equipment sizing Leads 1. Scrasible sizing load Ser>srble veratikatm kxrd 1.l x 100 cfm vent_ Sensible load for structure (Line 19) Sum of ventilation and strucure lrnads Rab-j and tern iper,-Aure swing multiplier Equipment stzir-q load - senses 2 Latent sizing lad Latent ventllaWn load 0.68 x 1CO cfm vent Internal loads = 230 Btuh Infiltration load frorn Procedure G Equix.P"A sikxtd - Went GOt1StR1GtK1r1 Quality is: a x 18 T -1),n- -nexTD - 1980 Btuh 35" Btuh 37919 Btuh x 0.98 31161 Ruh x 43 gdlb nloist.ddf. - 29<V Btuh x 10 r + 2300 Btuh 5528 Bhrh 1O777 Btuh No. of Fireplaces is: 0 PmikxA ca t&A by ALGA io meet A regciwoments of NiarxkA J 7th Ed_ VVF" 14CJh1LS"1`t Right -Suite Residential1- 5.5-06 RSR26014 2002-Apr-04 10:16:47 7cc' kE:\1 des\rlFox & Jacobs 2002\351413514.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job- 3514 8,29.01 109 CQMMFRC17, STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 w s D W G L S S 0 N A s 0 0 w c w s N K I A L 0 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 0 x y T m R R LDS' BDRM6 n s a c n 0 d 1 1 1.0 1,0 11,0 52 30.4 16.0 0-0 WIC/BTH2 FAMILY a 11 e Zi c n 0 d 1 1 w 10 to 11.0 52 54.4 32.0 0.0 a n S a c n 0 d 1 1 JO 10 10 11,0 5.2 30A 32.0 0.0 NOOK/KITCHEN b n e a c n 0 d 1 1 90 1-0 10 11.0 7-0 14.4 40.0 0.0 DINING/LIVING 0 d 1 1 10 1.0 11.0 52 20-4 32.0 0.0 11 w a c 1 0 d 1 1 to To 11-0 52 54.4 32.0 OD BDRM2 n w c c n0 d 1190 1-0 to 4.0 5.2 54.4 32.0 OD BDRM3 a r) s c c n 0 d 1 1 90 1-0 1.0 1-0 52 30A 0 115 BTH3MIC BDRM4 a n S c c n 0 d 1 1 90 to 10 1.0 5-2 30.4 16.0 13.5 BTH4 BDRM5 a n e c c n 0 d 1 1 90 1.0 1.0 to 5.2 54.4 16,0 OD VVVjqf-jt!>-"flL Right -Suite ResitJeritial"5.5.06RSR26014 2002-Apr-04 10:16-47 C(k E:\F,Ies\f\Fox & Jacobs 2002\3514\3514 rsr Page 1 n e c c n 0 d 1 1 90 1.0 to tO 5,2 544.4 32.0 0.0 MSTR. BTHIWIC n n c c n 0 d 1 1 90 1.0 to 1,0 3.2 20.4 10.0 0.0 GAMERM n w c c n 0 d 1 1 90 to 1-0 1-0 5.2 54.4 32.0 OD n w c G fl 0 d 1 1 90 1.0 1.0 1.0 52 54.4 16,0 0.0 VVVjqU-jtS"j-t Right -Suite Residei)tiat"5.506RSR26014 2002-Apr-04 10:16:47 E,Tiies\AFox & Jacobs 2002\3514\3514 fsr Page 2 1 `T -J WORKSHEET Entire House DEL AIR HEATING,AIR GG ®ITIONING,R Job: 3514 &29.91 109 (:OMP tERCE STREET-, FAKE MARY, Ft 32746-6206 Phone. (4O7t 631-2665 tEi 1 mane cf rccxn Entire Ikuse c 1 ZONE 2 2 Lax,Al ofcNxxkAvkA 80.0 ft 170.0 R 21RO R 3 r undwiri s 4 (: h)qs (k)rxk C ptian 8.0 fl lf,ikxxl d 8.0 ft d o 8-0 It d o JAV OF (:. T Ffml Area rIxxi (F*1,) P" L(,ixi 11) AM rrxxi (Bti,4t) _ kVm F a Na. Li(s c (r>) rite c (W) rRs ckr (R r(s ck) Lns cts 5 C+exs a 14E3 1.E 21 1 _.., •• 12ii4 C_ ,... ..•. .,,. rAXUxl b M 1: .,.. v xi c 62C 2F 1169C fxrw jls d R( 0.0 ( e () ( O_ 0 f o-( R( ( ( .,,. 6 VWK1W,a)d a I 37.( 314 116(fi ..... 144 sm ""` 170 62K 7h s ch s h r 3Z( 14-18 40 1478 rc 9 t3 ..., d 0 ( ( ( ,><. C e 0 .° ( ( .+.. 0 ( w.. 0 ().. r( .... 0 t ...A C t 7 VVrxfc mi North 204 ff 14(}) "V (M 37 gloss ck s NUM0. C 0 0 ( ( ` nokyj [AV 54. 232 1 ?l 101 3Ml 1 1al, 1'CbN R( 0S XAh 30A fx- 1 48 15 fiorz R( C o 0 0 8 (tKf(kxxs a 11A 16.t 12.i 717 1914 38 711 4FA C b 11A 18 12.1 C 0 0 ( 0 C 0 c 0( of ( 0 0 ( 0 C m . _... - ------...._-.__.-_.. 9 M rr 143 4.(. 2.1 1CT) 4%- 1 21Ffi 1(;<;7 4 A 21M ( C e 1xe 1 b 1a: 3: 1.2Ma 91 O f wAarxf c ltX; 24 1.t, 1510 4) % 0 C 0 15 1C 43>, 1T tzatdicx; d o.( o.0 C ( 0 t? (1 o (. `1 e of O. 0 ( 0 0 0 f R( 0.( f o o ( o C C 10 C(41rx} s 2 1( 1. 11 AM 21F>4 AW 0 C 0 `tit( 211A 2f327 t? of 0( ( O C ( 0 I (I o 0 « 11 0 < e R( R( 0 0 ( C f R( RC 0o ( O ( C 11 Fkxas a 72A '<xi4 O.( 171) 4406 o 1 0 41(di 0 Nod: rain b 19G 1 1 Rf 516 586 0 0 ( 0 516 .`ar)6 teas c 0.( o.( C 0 0t 0 ( ( k,ctkgk d 0 0( 0 0 0 C O foe s4 e M 00 C. C (1 0 0 ( 0C tkxx) r of R( ( ( 0 0 C 0 12 tnfi I Axi LL a 29.` 9. 5 "IQ 115A8 3712 Z271 (TAO 21(l) 170 ;Mi 161 13 SikkAkx,-6o8- 11r12 ..>. 41f17.5 ,,,, .«. MT 1030 ..., .... «,,. LssexkmrbxA ( .... ( C Lc i ahx ( .... 0 ,_.. Iieat xl re ks dx ( .... 14 [loss 10i 41 t 10% 7 ""'° 1 1(}1 1IX 15 ToL: kxs = 13e14 ,.., 46179 2%61 ••.` ._" "1 '°.• ..'° •.,• 16 Int egiu s: 1 xx*,' CCP 0 1C Nil (r 1200 11w 2 .,.. laf) C ..,. 17 S4*4 RBI 1 =7 r t1 112+16 32672 .," IfTM 16142 re,sexrr7axg .,., <"` 0 Letrx# a 0 ,... 01 . ,. Co(Ang rcxkstntfi)n — o •.. 0 °" .. ( 18 rhxR u 1CF 3 C7 1(P/ "" 1E631 la' 1614 » 1 9 T(k RJ i yr=(17+18)`PLF 1.O0 3f33)too .` 181fi31 Do 177f:F i AirRxItsrrd (can) ....,, 7. -_- 2l _.._I— 1CJ(t) 1(xxi.-._ ....,1 ..._ -,12( .... Pri-It "Certiftf f key % tC i to rnee ap rec air r l rats of Pyi rx J 71tt Eti. Right -Suite Residential- 5-5- 06 RSR26014 2002-Apr-04 to_16;47 E,\Files\f\Fox & Jacobs 2002\3514\3514-rsr Page 1 Design, nformation", Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db I 38 'F Outside db 93 F Inside db 70 "F Inside db 75 F Design ID 32 'T Design TDig 18 F Dailyrapge Relawe midity M 55 Moisture difference 37 grJIb Heating Summary Buildin, heat loss 61228 Btuh Ventilation air 100 ctryl Ventilation air loss 3520 Btuh Design heat load 64748 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (tt') 3588 3588 Volume (ft') 33350 33350 Air chan es/hour 0,7 0A Equiv. A e1` (cfm) 390 223 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency n/a Heating input 0 Btuh Heating Output 0 Btuh Heatintemp rise 0 F Actual eating fan 0 cfr-n Heating air flow factor 0.000 cfm/Btuh Space thermostat n/a Sensible Cooling Equipment Load Sizing Structure 44442 Btuh Ventilation 1980 Btuh Design temperature swing 3,0 F Use rTlfq. data n Rate/swing multiplier 0,98 Total sens, equip, load 45493 Btuh Latent Cooling Equipment Load Sizing Internal gains 1840 Btuh Ventilation 2500 Btuh Infiltration 5569 Btuh Total latent equip, load 9909 Btuh Total equipment load 55403 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a Efficiency Sensible cooling Latent cooling Total coolingActualcooling fan Cooling air flow factor Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0-000 cfm/Btuh Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. M Cyft ltighl-SuiteResidc,,tiall-5-0-45RSR26014 2WI- May-03 19:11 i 16 4CACK E:\FilesNrer-,x%354IVi54l\3S41a.m Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3384 9.5-95 109 COMMERCE STREET, LAKE MARY, FL,32746-6206 Phone_ (407) 831-2665 Procedure A - Winter Infiltration HTIVI Calculation* 1. Winter infiltration AVF 0,7 ach x 33350 W x 0.0167 = 390 cfm Isolated zones = cfm Total = 390 cfm 2. Winter infiltration load 1,1 x390 cfm x 32 'T Winter TD 13723 Btuh 1 Winter infiltration HTM 13723 Btuh i 627 ft2 Total window = 21.9 Btuh/ftl and door area 1. Summer infiltration AVF 0A ach x 33350 ft3 2. Summer infiltration load 1.1 x223 Cirri x 18 3, Summer infiltration LITM 4411 Btuh / 627 ft2 x 0.0167 Isolated zones = Total = T Summer TD Total window and door area a -Rolm 0 cfm 223 cfm 4411 Btuh 7.0 BtUh/ft2 Procedure C - Latent Infiltration Gain 0,68 x37 gr1lb rnoist.diff, x 223 cfm = 5569 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 100 cfm vent- x -18 'F Surnifler TD -- 1980 Btuh Sensible load for structure (Line 19) + 44442 Btuh Sum of ventilation and structure loads = 46422 Btuh Rating and temperature swingmultiplier x 0,98 Equipment sizing load - senslle 45493 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 100 cfm vent, x 37 gr/lb rnoist,diff. 2500 Btuh Internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure G + 5569 Btuh Equipment sizing load - latent 9909 Btuh Construction Ouality is-, a No, of Fireplaces is: 0 BoldVitafic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed- - VVjT-jt-jtSCD&-r Right -Scene Residenti-1"5-0-45RSR26014 2001 -May-03 19:1149 E\Files\centex\354IN354IV3541a.tst Page I RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job- 3384 9-5AS 109 COMMERCE STREET, LAKE MARY, FL 32746 6206 Phone: (407) 831-2665 MANU J: Ith Ed. Name of morn Entire House ZONE I ZONE 2 2 Length of exposed wall 415.0 It 238-0 It 177-0 ftI 3 4 Room dimensions Ceilngs Condit, Option 9.0 ft heat/cool d 9.8 It heat/coot d n 8.3 It heat/cool d n TYPE OF CS-1 HTM Area Load (Blob) Area Load (13tuh) Area Load (BtLih) C19 Area Htg GlqEXPOSURENO, Htg C19 ft) 1-119 C19 (III) Htg Clg ft') Htg 5 Gross a 14P 4.6 2,1 1764 1764 2-10 0 1440Exposedb12C2.9 1.9 1710 walls and c 13C 3-2 1.2 308 303 0 partitions d 0.0 0.0 0 0 0 00,0 0-0 0.0 0,0 0 0 0 0 0 66 Windows and a 1C, 37,0 421 15560 260 9610 161 5951 glass doors b 8C 37-0 112 4140 112 4140 0 0 Heating C 9G 38.7 36 1394 36 1394 0 0 0d0000000 e 0.0 0 0 0 0 0 0 0 0 0 010-0 0 0 77 Windows and North 21.1 236 4988 214 4533 22 456 r fass doors NEINVV 39.4 outing ENV 58.4 12 244 473 14228 12 1106 473 6177 0 137 0 8051 SFJSW 47.4 10 497 10 497 0 0 South 304 67 2034 65 1976 2 58 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10f) 14.7 9,9 58 854 576 58 854 576 0 0 0 b (17 00 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 140 4.6 2.1 1407 6483 2897 1407 6483 2897 0 0 0 exposed b 12C 29 19 1458 4199 2834 179 516 348 1279 3684 2486 walls and c 13C, 3.2 1,2 290 914 339 290 914 339 0 0 0 0 0 partitions d 0,0 0.0 0 0 0 0 0 0 0 0 0 0e0-0 0-0 0 0 0 0 0 0 1 0,0 0,0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16( 11 1-4 2109 2221 2922 668 705 926 1441 1521 1997 b 00 00 0 0 0 0 0 0 0 0 0 C 0.0 00 0 0 0 0 0 0 0 0 0 it 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 I (TO Ero 0 0 0 0 0 0 0 0 0 ill Floors a 22A 25-9 00 238 6169 0 238 6169 0 0 0 0 Note: roorn b 20(l 2 3 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter C Ero 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 0forslabe0.0 0-0 0 0 0 0 0 0 floors) 1 110 0-0 0 0 0 0 0 0 0 0 0 12 Infiltration a 21.9 7-0 627 13723 4411 466 10199 3278 161 3524 1 133 13 Subtotal loss=6+8-+11+12 55662 40983 14679 Less external heating 0 0 0 Less transfer 0 0 14 Dud loss 10% 5566 101/ 4098 IOJ 1468 15 Total loss = 13*14 61228 45081 16147 C16 lot- gains: Poo to (a) 300 2400 1800 2 600 Appr 0_ , 1200 2 1800 2 1800 0 0 17 SubtoIRSH9ain=7i-8.-+l2+l6 40401 25620 14781 Less external cooling 0 0 0 0Lesstransfer00 1 18 Duct gain Too 4040 wl 2562 lo'd1 1478 0A 19 Total RSI I gain--(l 7 1, 18)'PLF 44442 100 28182 1-00 16259 2 Air required (Chn) 2200 2200 1400 1400 800 8001 Printout certified by ACCA to vneet all requirements of Manual J 7th Ed. Riqtd-Sude Residential'" 5.0-45 RSR26014 2001-May-03 19:11-49 4ECKE.tF4eskntext3S4113541t3S41a.ry Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,RJob: 3384 9.5-95 log COMMERCE STREET, LAKE MARY, FL 3274a 6206 MOM (407) 831-2665 W N D w K Y D I R W A L L G L A Z L 0 N A V G N 0 T HWR A H L G C E M D G Z L 0 0 v R x 0 v R y w H G T H T m w N A R A R SITTING c n n n n e s se se a b b b c c c c I go 1' 0 n 0 d10d1 1 go 1.0 n go l _o n 0 n11n0d 1 1 90 1.0 1.0 15, 0 10, 0 0 1.5 1. 0 20 2.0 6. 0 6. 0 lo 8.0 54A 30A 76. 4 47A 19,0 19- 0 12, 0 20. 0 0- 0 19, 0 12. 0 20. 0 MASTER BEDROOM n a c n 0 d 1 1 go 1.0 1.0 1.5 6.0 20.4 9,0 0.0 MASTER BATH a a a n n n w nw sw b b b c c c n 0 d 1 1 go l'o 1 go 1_ 0 n 0 d11go1. 0 n 0 d11'0 10 1 0 1. 0 1- 0 1. 0 5, 0 5. 0 5. 0 54A 39-4 47A 16.0 12, 0 12, 0 0. 0 00 1.5 FOYER n w a c n 0 1 go 1'0 1.0 9.5 2.0 87A 12,0 0.0 DINING n w a c n 0 d 1 1 go 1.0 1.0 10,0 6.5 54-4 39,0 0,0 KITCHEN n s a c n 0 d 1 1 go 1,0 1.0 11,0 10 30A 7.0 0.0 BREAKFAST n s a c n 0 d 1 1 go 1.0 1.0 11.0 6,0 30A 39.0 0.0 FAMILY b n n n e s n a a a c c c n 11 n 0 0 0 d d d 1 1 1 1 go 1 go 1 go 1. 0 1, 0 1, 0 5- 0 1- 0 294 to 11, 0 1. 0 6- 0 6, 0 8- 0 54- 4 30A 20A 39. 0 19. 0 48, 0 20. 5 0- 0 0, 0 LIVING b n n n e e e a a a c c c n n n 0 0 0 n d d 1 1 1 1 go 1 go 1 90 1, 0 1, 0 1- 0 11, 0 12, 0 Ito 2.0 to 2.0 3. 0 8. 0 8- 0 87. 4 54. 4 54- 4 6. 0 64. 0 16. 0 6. 0 64. 0 14, 3 rr, ght_S4Dft Rigll-S,,il,Rl-,Wllti,11"5,045RSR260142001-May-03 19:11A9 V 6 Page I E:TiL-s\ centex\3541\354113541a.fu n a n e b c n 0 n 1 1 90 1.0 1,0 0.5 4.0 87-4 19-0 1.6 BR2 a n e b c n 0 d 1 1 go 1.0 1,0 0,5 5.0 54.4 210 1.5 BR3 a n w b c n 0 d 1 1 go 1.0 1.0 1,0 5.0 54.4 16.0 0.0 a n w b c 11 0 d 1 1 go 1-0 1-0 1.0 5.0 54.4 23.0 0.0 BAT BR5 a n w b c n 0 d 1 1 90 to 1,0 0.5 4.0 54A 16,0 13 BATH 2 BR4 a n s b c n 0 d 1 1 go 1,0 1.0 1.0 5-0 30.4 16.0 141 GAMEROOM a n e b c n 0 d 1 1 go 1-0 tO 0,5 5.0 54.4 32,0 2,1 a n e b c n 0 d 1 1 go 1,0 tO 0,5 5-0 54A 16-0 1-1 VV"qhtS"ft Righl-SuieRes kt,-ntiail'S,0,45RSR26014 2001-May,43 19:11:49 40M E-,\FilesXfLnftxl3541""IN3541a-isr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For CENTEX-F-0)"MOBS Notes, MODEL 3514 wu-&Ler. OtUxIo-AP, R-, US Winter Design Conditions Summer Design Conditions Akkle db M T Outside db 93 "F- Ins'd-, db M T Inside db 75 T a--4jn TD 32 T Dcnkin TLC 18 T Daily rs-Kje M RetJbve humidity 50 % M60t ire difference 43 orM Heating Summary Sensible Cooling Equipment Load Sizing Buklivu f-k,,it kx-,s 46173 Btuh sbudum 35939 BUT Ventilation Zlif 0 d"I vetAk'Alk)n 1980 BUT Ventilation air loss 0 BUT DesKjn tnuper ikivewincj 3.0 1- hklat kxyd 46173 Btuh Use alk') dah 11 p,av1swit1q ImAtiplier OM Infiltration ToUsA--irs. equip, Wd 37161 BUT met)od SirT4-Arkd Latent Cooling Equipment Load Sizingconshick)f 1 (11 1 ky Aver xje FwepLxx-,-, 0 1utCfT-k1!j41S 2300 BUT veriftition 2949 BUT Heatin Coolin Infi"YIfion 5528 BUT3mArea (ft) 351 r ToU Wei -it equip, k),xi 10I17 Btuh V(Aurne (it) 28120 28120 Air d-kirx "if 0.70 0.40 TotA a(41rent,had 47938 BUT EelCm7. (corn) 328 187 Re>q. 4(-,iRxAyzA0,70%aiR 44 ton Heating Equipment Summary Cooling Equipment Summary kt*,e n/a uk" rva Tnxie rVa T "'k TV,, rVa TV,) rva Efficiency vv;l Efficiency TO I ie-q 4xd Serrl')Io mling 0 BUT V"-g oulq)d 0 Bb-h Afflt (XxAivKj 0 MAI t-A- Hea tmp 1" 0 T Tot,J (xx)W) 9 0 BUTjrarg;ativxj fan 0 CiT" Actual c(xAnq kin 0 drn ieitivKjair 1k)w factor 0,(,X)O cftTa3Tjh Gx)fivx) air flow factor 0.000 chyffitth 4x-ce 0xiTrxxtit rva Lead set i4k I -eat ratio 0 % PnnW cabW by ACC,/\ k) Tried 4 requLLents of MarTEd J 71h Ed VVVKjUlt-"ft Right -Suite Re-,idential",5.5.06RSR26014 2002-Apr-04 1016:47 E:XFi1es\AFox & Jacobs 20021351413514 wsr Page I PROCEDURES .; C, D IR Entire House Procedure A, ® Winter Infiltration HTIVI Calculation* 1. i'arter irrfltra AVF 0.70 ach x 28120 w 2. Winter infi 1.1 x 328 cfm x 32 3. Wrik- - inWabon VfTM 11548 Btdi f 3 V ftx x 0.0167 328 cfm IsoUed zorwas = 0 cfrn TOU = 326 cfm T WrAer TD = 111A8 Bhdh Total wind(w 29.5 Btufff vA doorma Procedure B - Summer Infiltration HTM Calculation 1. Sumrner infiftrti)n AVF 0.40 ach x 28120 w x 0.0167 - 187 cfm ISckrte d zorxs = 0 cfrn Total = 187 On 2 Summer in iftaikx i kxO 1.1 x 187 cfm x 18 T S n-vr"J "i = 3712 BUT 3. Stnmx infilkfm 14 TM 3-112 Btuh I 392 fie fotalwindow = 9.S Btuhlif' r\r A ckxx area Procedure C - Latent Infiltration Gain 068 x43 gdlb moistdiff. x 187 efm = 28 Bich Procedure D - Equipment Sizing Loads 1. SenSible sizing kkad S Tisible ven&Ak n "ad 1.1 x 100 cfm vent_ See sibk: kkad for strudure (Line 19) Sum of verifrlatkAl aril stnlc/ure loads Ratia q arxi ter-rpoakire, swing mi-hpfrcx 22 Latent sdwj load Latent venblation load 0.68 x 100 cfm vent Inten-val kkads = 230 BUT Infiftr-a load from l'rm"dure C Egj1 etl sizirxd VW - klci t Cori Dior) Quality is: a x 18 T S un nxy ]-D - 19Btuh 35" Btdi 37919 Bhrh x 0.98 37161 Btuh x 43 cfrflb moistiff. d- 2949 BUT x 10 I(X)0e + 2,300Bhth 4 1077- 1 E%h No. of Fireplaces is: 0 PmW mlified by ACC Ato rnee A of Mar J 741 Ld- f' l j-jq tS" t Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47 Z E:Ariles\Afox & Jacobs 2002\3514\3514.rsr page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8-M01 100 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 w S D W G L S S 0 N A S 0 0 w G w S N K I A L 0 T H V G N li v v li H N 1-1 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 0 x y T m R R LDY BDRM6 l n S a G n 0 d 1 1 to 1.0 11.0 52 30A 16.0 0,0 WIC/BTH2 FAMILY n I a C n 0 d 1 1 90 1.0 to 11.0 5.2 544 32,0 0,0 Tl S a G n 0 d 1 1 90 1.0 1-0 11-0 52 30.4 32,0 0,0 NOOK/KITCHEN b rl e Zl C n 0 d 1 1 190 1-0 1'0 11'0 1.0 54A 40.0 0.0 DINING/LIVING El rl a C n 0 d 1 1 90 1.0 to 11'0 5-2 20A 32.0 0.0 11 w a C n 0 d I 1 90 1.0 1.0 11,0 52 54A 32.0 0-0 BDRM2 a El w C C n 0 d I 1 1.0 1.0 4.0 52 54.4 32.0 OD BDRM3 n S C C n 0 d 1 11 90 1.0 1'0 1.0 52 30A 16.0 13,5 BTH3[WIC BDRM4 n S C C n 0 d 1 1 90 to 1'0 1'0 5.2 30.4 16,0 13.5 BTH4 BDRM5 n e C C n 0 d 1 1 90 1.0 1'0 to 5.2 54.4 16.0 0,0 VVUjqI-)tS(:)f7lL Rigt,t--S.ileResidential- 5-5-06RSR26014 2002-Apt-04 10:16:47 C( N F:\Ftles\uox & Jacobs 2002\3514\3514-rsr Page 1 11' a+ >. a n c c c n 0 d 1 1 90 1.0 1.0 1.0 52 54.4 32.0 0.0 STRB T 1 a n n c c n 0 d 1 1 90 1.0 1.0 1.0 3.2 20.4 1Q0 0.0 GAMERM a n w c c n 0 d 1 1 90 1.0 1.0 1.0 52 54.4 320 0.0 a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 Right -Suite Residentiall- 5-5.06 RSR26014 2002-Apr-64 10:16A7 dGCN F:TilesUffox $ Jacobs 200213 M35t4-rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEA TINS )MR CONDITIONING,R Job: 3514 &29.01 I 71h Ed I DynedRxxn Circe tku zm- 1 ZOW22 ft 170,0 R 21(10 n 3 RxinciTmix'r 4 Cehx3p Q&)" 8,0 fl twAkTA d 0 ft d o 80 ft TITTE CF (ISf Mm Am umpkil) AM Locclof)) P" trx0fth) Affn F, A-mjrc NO. H9 Ckj l-iii, Ckj OF) Fftq Ckj Q1 1 *3 c k3C19 5 t xs a 1413 4.( 21 1" F) TxfrA b M 3, 12 9( 96 C wCad c 12C 21 1.9 l(a 1 01 0,0 e 0.( 0-0 0 f 01 0 C 6 V4kftwsm1 a I C, 37.0 314 li(M 144 170 G glass ( kX-f-, b 8C, q C A 1418 40 147(i 0 0 i A-q c 9C MY 0 0 0 d 01 0 0 0( 0 f 0( 7 VhAwsm] Moth 204 G ff)3 T qlins, ( k)(xr, 1`4 AIM 0( Ik 0 0 C(X*)(j ENV A " L zQ lAQ,1 1(A 51M Mi TO 11 avv 0k) AA 1 30 4 I(TX) 48 14U) V)O f lof" 01) 0 8 09)(1 dprs "1 11A1 IM 121 IV 4fkt 11 W 4m b I 1A 18.f 127 C OJ 00 9 rki a 141 4( 21 141) A 21K I(XX) IM 21KI rNxukid t ) 11, ; 3` W) I I /f 2t6 91 0 vs (I C M 2f 1.9 1510 qf, I 0( OU 01 00 0 Ok 00 — 10 Ceilirq-s a I (V, 1 14 AAO 21,4 2w 4v7 b 00 C 0( () d 0 0 0 1 1 01 0't 00 f 00, 0 0 11 f loofs ii 7A Z),3 OJ 17(, 4140 1 /0 4W 0 0 Q**": moff i b 19G l-, W 516 Uf) 0 0 516 Al r)(fillek-T C 0, , - 0. ),C, k 00 0 0 0 is, diso- d 01 f 00 0 kv skk) e Okj O,C I I 0li 0 C 0 OC r o 0 0 0 0 12 bon 9 ft-a L 1 392 11WJ/12 712 TY10 21(12 171) W)B 1610 13 Sd*)Ukc.; 6,8..+11 V I — eANYAN)4ng tp kly,AT 0 .. 0 liul" VAMXA)" 0 14 [AX-1 lcLc; I (f,14 4196 ON, Zff) 1(m15 1 ot'i los, -- 13+ 14 k- ZkfA16k it gprc, I-N)( A*e()z A lk AM 7 21(1) 3 Iff, Nil- @12(t) IRT) 2 18M 0 17 16 XU72 I'll IMX) I— 161 Less eAj" i I'll )k KJ 0 0 0181 UkKA g4lWX X 1614 Iq 100 1 100 VgKq UP I I l7rA ZAX) 7" Prwkd ceft" by ACCA b nx)P- 4 A RxpiuTmts d Nbrtd J 79-1 Ed Right -Suite Residenfial" 5.5,06 PSR26014 2002-Apt 04 10 16:47 F %FileskfiFox & Jacobs 200213514\3514,ysr Page 1 IM REY+ sioN S. REV N' ZONc DATE' EON NO 1 *PPVO I DESCRIP71ON jj ss CL Zs OR T p A u 17 771 ili7, 77771H11 W 0) 51W1-614 NOW w V_Uln aTWA C c M TWK OK4Kv. I rNO vanTRACA *A.Uc3 nA WC, uNA TOP W"Cll 70 r. U-8.1m W$ A Oe 4- rNc u- J-6/ 8, &4w Ne, SOAemm DgOA wQN ) 41-0' /4' SCJ TA"1114 SCAM niP TO 7 - 0' 4. CO-14T Of j ON 0'4 s4w1az rop "L>'4 ey 0ow "rcaA 70 S4) 00" 011" x4A CCNur w vnua XQ., ;=t= 'y. 4%;ONT 00 KT M WU TOO OA wN. rm w sr PP4 -4 Q u 04 I/of1:91W UTZ T" .44 4 414 WT+ VIC— V-" P" VTC) co v Uh-,n ,w is 1.11, 'Oet" mo IA( PCV.0 N15% o$ON W nt- STEL TOO O'n IV711- I 011, 3TTCL IWX 'AFIVO 10 jl Po; " &V. E-cl, Q, Q y, sTaL IAk: 2AIC-z"s, M) 7) ONE1/4114rup MYIWT s L,4- 3" 1w T NLimrasWgYNQIAZON'- AN" W I.OT , Urfc" nA &K 1,0 tap JOW!, C", V`a OR TK oo Fmm 2° CAAm= , 4NWT S., 'o &" 1 Ol sire;. C-0 I1m fwka ox 1.6.41 IOWX (X.H f4m" To zs f /4 *,v4x Nmc'I SrU .09TW CAAM91A P.4 i2w; nAT r I." u- SAA W slit w OCSICN LOA,;S: -24,0 P'SF 24PSF K nO. Z VFM4ftM K41 'hF to uITMTMTWGXKM, ON TKE u;PpO-vr#4 MiMAIN. I ENCH Uic k -37 0 MT3" ill:VTNC%W-1.11 Of7', 0 n of TEST LDADS; +X0 PSF KIMOU I Of MWO "A 114 ouxow OR 17WICNZ AMAMOAO" 3' TALL , O G. O,V. 5n9L id-OMS SLOE Soo MAD14 0 m FOR Nc LOA" ur= t* A 7- 1-2 NO LOIN( tNc CAMINO, PART NO.: amov ON Ncr c i"Tr L MIA W U-$, sk..o W. TAPPWV4 LOCX cin !qAo Yt 116,11 0) ; IfEAL "A"a Elz Zoc Ol i 10"PANCES il go,',5.'02 co Ow- tt:= =. 0 Moll,- "In,,3, 5 O ESCRIPTION 1076IRST W4 15-0 x a-0: 24/-24 5 OUGN LOAL Ar Ni- I -A YE.) aim 01 k, — 1 - r7i7W,,DATE:--- — - 77 Mo - * ,E, w ATTAQ4Q Mrh ( 2) &NEC IVAL SCAM DRAWN BY: 84 Mjl, 4/ 1 8/066[ SCALE: 4C8ECKE0 BY: Im W^wDATE: 4/15/001SHEET I OF I SIZE A AmgCKEOBY: 14 NO, i DWO '0 '02,a --IREV M0, NO,; 1021ZI WiNs1w AI113JV, Thom,—Tru to-S-imq Door Wood SYst-1 9AX QE2Z 22LSSUaZ_P.A FSngis67,0 PSF N,qct;ve 67,0 PS 4 Single with S;deiles P,sjt;,e 60.0 PSF N.906v* 60.0 PSF Dcuoia uP to 8,4 x 6'0 ./e o tvdvhPevA X, Ox, X0, OX0, xx, lxxo Double w/+o Pcs,lie 47.0 PSF Ne9ct;,e 47,0 PIF The hood and 24. jambs am r+ qvjoimt Pi— moosuring c M;h. 4-a/76, with a :12, mobbetod stop, 3116- TAPCON 6kx is' D.C. 1/2' DMVALLANCHOR 3/18- TAPCOH 2 row rIPC ANCHORyy aWAALL uksohAlr LAM Ix— Ukscow LOA 2X WLICK x 9" J/16- 4TAP--ON S- —t. 2) PFH WIS MASONRY SLOCX HEAD yMS IX Svc -au Ix vjcx 7 f 2 PRRP; 3116- TAPCON R 1/2 TYPE ANCHOR 2x itcK 71" 2 F7RM-Q &W TAKON OF' EQUAL Z.,5 La SHEM RAT"NC) 3/10 S..- TAPCOM not. 2) 7 4 TIPE AW-11OR SHIMSPACC T/4' UK 2 11 X L Ma system has boom #voWctod for use in 1000tions cdharirrg to the Flvid. SQldhq Code vvrr-,,t. sg)c 'Aws and nhan xsssft -q,;rsmw,ts as d.tomn;md by A$CE 7 Jk,i-urh Dss7q, Loads f., 8u;ldinq3 ZT TO 2x-Sv8-vrK and Other strvcturvl do not exced the, ossigm pesss,+rq 'otings liste'l rvf;n, Z For i-tohatioHa whom the sub -buck is lass than 1-1/2* (FBC section 7707.4,4 AhchoM90 Mothool and sub-aections 1707.4.4.1 and 1707.4,41) Topcon type co"rato anchor$ must be V30d and the 4ncth mLal b* such that a min;mum 1-1/4' ongcq. mPM of the TQpco,, into the masonry oli is obt.;—d. M, O Vr OO a/1/02 CKK. Br: R.W. DRAWING NO-: 7-0220i Th._-Tru out -Swing Code wodJ Nil up to 5'4 . 8'0 /.a Sid.) !a, 4 ; irigie Positive 67,0 PSF Na,qotjva 67.O Pi{ 5;ngle with Sidel;tos positive 50.0 PSF Negcfive 60.0 PiF 00.6. p to 8'4 . il'o -/-- sid#lit )oubje wlivo Si4aiiles Pos;tie 47.0 PSF Negcti,. 47,0 PSr X, ox, X0. CX0, xx, CS:X0 Ths head and old. jambs ors OnSwrja;nf pine measuring a min, 4-9/76' wiO a 1/2' raDDetsd -top, NamLWTEL I-SONRY LJNM D.: rV 'k-I ORYWALL APCON TYPE AACHOR Ix BX< L L, 3/15- TAPCON rfPC ANCHOR s. 5,414 SPACE 3/16- TAPCON 2.25' vz7'r?E ANCHOR i Mgt L75j Cl, T J d x 2-1/2 PrH WS HEAD .IAAdB UkSONRY BLOC .25' MAX V SPACE i.25' Ni". J/115- TAPCON 7rPE ANCHOR EICO TAPCON CR EOLlAL TAPCON TYPE ANCHOR Ewa, (235 L5. SHEAR FA71NG) 25' MAX. SHIM SPACE 4 o i, Lamm Z== L 15' kN F'RRiNC LI ALL Sg=f Ix SUCK P. This s>,elonh has P**m evcluotod for use in ioCrtions adhering to the F7*ridC soiwinq Code 15, v1N. and where pre.3u,, requirements cs lt.tem;-d by ASC-E 7 kimirm., L4.91 _oods; for Buikt,lqsC_&NX - - DRY*' _' zx BUCK and Othal Structures do not exceed the d..;;n dlo.s- IC619S tisia4 hollm. TO 2X SUB -BUCK 2. For ihstaWions Where the sub -buck is lam VK,n ;-112' (FaC s-Von 1707.4,4 Ahchordqa Mothads no sub -sections 170_4,4,1 and 1707,4,4,2) Tipton type concrete anchors must be used and the length must bd Such Mot a minimum 1-1/4* Sm2qqsm.,t of the Topc.m into the -only wcJ( is odto;lad 3. Whom using c !X sub -buck c 6-9115' jamb is roqu;md to wlo for min, edge spacing to, Tcpcor type onch" Iti J 09 DAM 4/3/02 NTS Therma-Trw In-S-;nq / Ott-S-;ri<; Door Wood Frames System Single up to 5'4 A 5'0 .-Iwo s;dekes Double up to 64 x 8'0 v1wo sidel;t43 X, DX, xo, QX01 Y.X. 0XX() The head and side joinds ore finger -joint pint measuring a min. 4-9116 with d 012' rabbeted stop DOUBLE 2X HEADER T- T. 1/2 Day"" ZX STUD 2X LACK STUD PFH *5 o Awe PFH WS j suk 25' MA4 SiOjj SPACE 1 I Tl Single Positive 67.0 PSF Negative 57,0 P&F Single with Sideiltes Positive 60.0 PSF Negative 60.0 PSF Doubif w1wo Sidekes Positive 47.0 PSF Negative 47.0 P5F' DWG BY: WJ- This system has 041P OvoiU17tva far use in rotations adhering to the Florida Suildiriq Code CHA, r FLW and where pressure rcQLt;FVment4 0-5 determined by ASCE 7 minimum Design Loads for 3uijdi-);S OAA ANG K- OT-02202 the des;an pressure ratings fisted herein, THERMA oTRU!' LIM FIR4I . THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDAPRODUCT BUILDING CODE 7994 EDITION FOR MAMI-OADE COUNTY Z C I D WOOD LICKS BY OTHERS, MUST BE ANCHORED PROPERLYLICKS TTo T _ER0TP4NSFER LOADS TO THE STRICTURE. 3. P DOU T NC, 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERL BE BEYOND WALL DRESSING OR STUCCO- S= p4. DESIGNED SSURE RATING SEE TA&,E PAGE 1 5, THIS PRODUCT Q T M THE WATER REQUIREMENTS FOR MAMI-DADE COUNTY. 6. MAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS 7. SIDELITES ARE AN OPTION AND CAN SE USED IN A SINGLE OR DOUBLE CONFIGURATION INSULATED FI to all frome face h: fiberglass avg. min, yield strength Fy(min,)=6,000 ps; SmoothStor 0.070' minimum skin thickness FiberClossic 0. 1 1 a' minimum skin thickness Lqrj_d;on: Polyurethone room core, withl.9 Ibs. density by F. strucled from a 0.070' thkC2rThea(nei skin is cc,,,, y is Idled iih 1,9 ibs. W= Mccocmnd ( C). The inttriw density BASF polyuretricne foam. TheAr,,4 foce sheets Or's glued to thewoWsidesandpiI3, Thy latch Ile 5 rcinforred ith Is w%>od took block memr 2J75 x 14.0 ,g of Ih, ct,ju and 6coeom joccb= The hI StU is jilger Jointed Pins and the top end bottom roil ore of a woodcompositemateriatInthedoubledoorcpp6cojonthejTZ,4,,, acar Z f1fledwithanextrudedofumiaurncstrago) (Wind bmber 9) Of 606J-T6 cfioy. The frorre is const-Xted from firr jointed pine. Theathesidewith (J' I i6ga. I/ ' crown x 2' long Inclionsiap0esateachside. The l*rls are secured age in 0 sjdefte Opoi using 18 x 2' king PFH Wood Screws (6) screws per each mullion, The units use an inswing Saddle thresood measuring 515' x 1.548' in The sidelite penis ore sandwich Oozed us" g two piecelirlmg,75-S -ior with on 10, ceflulcrpeyaredryglazedntheexlet178 it Tape) ', caulked with s4cone. The Ille frames are heldrta:iei 5 x I long Ploscr" 12 TABLE 0" CONTENT56Z7iSo' 37, 5 ' MAX OVERALL WIDTH 1, MAX PANEL WIDT HLJ X Z CL rz E? 0 LIZ o 2Lq1- W—S" ING UN l-— 74,5- MAX. OVERALL FRAME WIDTH 36. 525' MAX PANEL WIDTH W ASTRAGAL O LJ O as Qt, D MAA. UV-t.LL "— -1- 36, 625' MAX. PANEL WIDTH WIASTRACAL e8, 5' MAX. OVERALL WIDTH 36- MAX -I,-- PANELWIDTHMAX, FRAME WJOTH 13. 75' MAX. WIDTH 7. 125' "6,X- D. L O. WIDTH 7 3.75' MAX. WIDTH it t 7 125' MAX, D. L.O. WIDTH 7 12 D L, M In Z LJ C. C) Z a: zo, In Lj CD0 0 cc CDLU CL 513. 554.3831 DES3GN PRESSURE RATING CENMAL KORM N.T.S. F- W-H-ER--WATER JNI F --1 71RIAT"', I vRW iUNITTYPEIREIJIREVN-1 ISNOT NEEDED SINGLE 67, 0 PSF - 67.0 PSF MANUFACTUHM DOUBLE55.0 PSF - 55.0 PSF S-2757 77IN Lt& = L 55.0 PSF- 55,OPSI M A 5 T-FR7F1 7 -, F ZV 2 7 38 8 0 105 Li O 1 66 MIhL PANEL THK. O 0 0O 7 6? 5 101" FOAM CASKET 00 SILICONE CAP BEAD ZV 2 7 38 8 0 105 Li O 1 66 MIhL PANEL THK. O 0 0O 7 6? 5 101" FOAM CASKET 00 SILICONE CAP BEAD 4J2 o o 43 0 SEE NOTE SxT, 4 4017-- SEEE NOTE II SHT4' . 4 MIN, LASSS TH(5' K. 2 1.68' MIN. PANEL Th4K. SEE NOTE 5 SH7, 4 ve jjt PXQ—A L:>, C) 5- 0 Z:5 . C). , m ccLl a: 0- Z tovi 1215 o9 OF Ffmom L813.684.3$3t wL 08/10/01 ScAu: 112' = I' 0x ' BY: TJH R S-2151 SEE NOTE 2 24 8 7 SHT. 4 ' 27 7j INACTIVE u 4. 9 o Y g 3 Lo ASTRAGAL . J RETAINER 31 aBOLT 8.0' LG. TOP BOTTOM (2) BOLTS NT R9 R AT TOP & (2) AT BOTTOM 7 3 0 ASTRAGAL R 25' MAX. SHIM 15' MIN. FOAM GASKET & CAP BEADC—SINK SILICONE EE NOTE 34 435 SHT. 4 33 13 0 0 0 Q0 2 36 g It j s, e t 77 29 a 41 SE NOTE 1 35 SHT, 4 6 3 1 nS4 Sr-CTiON 3 0 SIDELITE TO BUCK T\ 0 CpZ6 ACTIVE X O nt17 rOL 0`J C) O i tD Q, f 22 8 SEE NOTE 6 3 i8 SHT. 4 FOAM GASKET & 43 SIiJCONE B SEE NOTE 4SSHT. 34 1 7 6 43 33 25 ID a in3 a 90 O o D fi 9 Z 9 i RI R in u 2 Y 4 36 w 41 s 6 26 9 10 29 ¢ a SEE NOTE 1 3¢ 37 SHT. 4 d SEE NOTE 7 SHT. 4 2 H R9 NTA R', T,tN Z3 ®HINGE B TO SIDEUTE co+suireea s. o-ac 693.684.3839 a )i yrw e JH ram, eD s DLlill.Jr:'3El ro 1, r e: Rw d\iT7FACzzwl—zTJH 0 5-215 7 3 O' 8 1.15' MIN. EMBED, 15MIN C C-SINK 7 6 93 3 31 25' MAX. SHIM SPACE LN_7MQPL - t- Pn'71Z l;FI7710N LATCH LAMB TO SUCK, NOTES: 1. SPACING FOR FrE-MNO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS; VERTICAL FROM THE TOP DOWN ON SIDES; 5.5, 16, 5-, 27.5-, 38.375®1 49.375' & 60.375". HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2,125- IN FROM EACH CORNER. SCREW) 2. SPACING FOR ITEM NO. 27 (18 x I' PANHEAD ATTACHINGTHEASTRAGALTOTHEfNACTrvSDOORIS AS FOLLOWST FROM THE TOP DOWN 1-, 3-, 5-. 18.25-1 40. 5', 59.25, 74.25, 76.25' & 78.25'. 3, THE HEAD JAMS IS ATTACHED TO THE SIDE JAMBS WITH 3) 76GA x 112' CROWN x 2' STAPLES AT BOTH SOL 4, THE THRESHOLD IS ATTACHED TO THE SIDE JAMES WITH 2) 16CA x 112' CROWN x 2,5' STAPLES AT BOTH SIDE. 5, THE SIDELITE IS DIRECT SET INTO THE JAMS WITH (12) ITEM NO, 43 (18 x 2' PFH WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAWS. FROM THE TOP DOWN AT 13.5" 31'. 48.5* 66. THERE ARE (2) AT THE HEADER AT 4- IN FROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE2) AT THE SILL 4- IN FROM THE OUMIDE CORNERS. 6. SPACING FOR ITEM NO, 43SCREW) SECURING THEMULLIONSTOGETHERISTHESAMEASTHEPERIMETERANCHORINGSCREWS, 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7- O.C. 7, WHEN ATTACHING THE HINGE TO THE JAMS AND THE BUCK USEITEMNO, 12 (110 x 2' SCREW). WHEN ATTACHING THEHINGETOTHEJAMBANDTHESIOELrTEATTHEMULLION USE ITEM NO, 37 (110 - 1 314' SCREW). m 7 z E-- I5' MINMBED 1 13 C- SINK 7 70 LQR 4 6 26 9 2 25' MAX. 4 HINGE JAMB TO BUM SHIM SPACE SEE NOTE 6 SHT 4 SEE NOTE 5 SHT 4 o 36 411 SEE NOTE I SHT. 4 q3,, 111NT RIR STRIK ES To S"EL E 40STRIKEJAMSTOSIDELITE7 7 C- 17-p i..W, JH i Ii ' , T-, JibiJr". I 1 1— lr n I SEE NOTE 7 SHT. 4 sc 112' T!— TJH cwe : Rw S-2151 41 8 SEE DETAIL 'F' S 47- 5 3' SEE DETAIL SHT. 5 TYR. SEE NOTE 4 SHT. 4 14 Typ, SEE OE -TAX 'c' V SHT. 5 DOABLE R w I T MANUFACT URM NANEI 7MASTER A 0,357' BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 10 13 13 10 10 ATTACH ASTRAGAL 7)-iPOW SOLT ASTRAGAL THROW BOLTS DETAIL STRIKE PLATE TO(,YWNFPAME AT THE 7HRETHRESHOLDTHRESHOLD'E7SEE NOTE 3 SHT, 4 T= to c°iv SEE NOTE 4 SfM 4 7 0; N vq U) SEE DETAIL E' SHT. 5 TYP, T CTURER SEE DETAIL, F SHT, 5 FIL 3- 6 3' 3 T_ 3D TSEENOTE f TYP. 3 SHT. 4 z SEE NOTE SEE NOTE TYR. SEE DETAIL 3 SHT. 4 6 SHT, 4fSEESHT. 5 Typ, SEE DETAIL G, SHT, 5 SEE DETAIL DETAILDETAt N' SHT. 5 Typ, E' SHT. 5 TYP, K 'Ka Typ. -MI.— SEE NOTE SHT. 5 5' 14 104) 4 SHT. 40C14) P Typ Tylp. 3' SEE NOTE 3 6, 6, 4 SHT. 4 6. 3' 14 Typ. 120_U_DOOR SINGLE DOOR by/S!p I 453" GLASS BITE 1/8- TEMPERED25GLASS 25' AIR SPACE 0, 0: o 1/8- TEMPERED GLASS 38 SEL NOTE 1 STEEL INTERCEPT25' SHT SPACER INSIIIATED ITF FRAME GLAZING 12[j6f 25 118- TEMPERED I4 GLASS 0 12, 25' AIR 0 o o SPACE 118- TEMPERED GLASS R 36 4 SEE NOTE I SHT. 4 25' STEEL0- INTERIERT SPACER 5' INSULATED GLASS W1 T 1T nL NT5 ow 8' TJH x —rRw S-2157 v 6 , 8 2 -- 4 563' 1 0631, 1-- 1 T i[ 7 T id- 2 21 2 3 FINGER JOINTED POND SA PINE 0LL 097' 1.53 1 2DELIM 79E-A-EQT-TLQ-wL-R-A-fL FINGER JOINTED PONDEROSA PINE 1,845 - - 1,284" 1.2 2' 33 EXTRUDED 615 n2 141 0.09' EXTRUDED VINYL WALL a 90TTOM RAIL WOOD COMPOSITE L T- I- 1 5.3 1 2 f WOOD COMPOSITE 1 .077" 1r7F 1711F 36 FINGER JOINTED PONDEROSA PINE 1 264' L 1.531 Ell - LATCH SIDFLESOMPOSRE P ,pll E,,55t 1P L1T MFA'" I , 255' T- T 1 . 531 Lc- fml--U) , 5. 75' 05 1.531" f Qm WOOD COMPOSITE ALV WiNM1' A 'M (D9 2EL_ 14NTY PI FA I 2. 375' 1,/ , Vg qVLDo lcsvom-rs, " 813- 6&4.3831 T- o7L 08 10/0 S NLTEwi T -T UlTIH Rw 30 21,51 8 FINGERJOINTEDPONDEROSAPINE7 ,, WOOD COMPOSITE 31 1 — 1 531 SS aTC}-rI 592 T-7 79' lllN ' F'PC" Ompp T"-' KETFCELLC CQPE JAC I m t .579- 71,17 175' 81 THERIA—TRU FOAM CELL CORE W/lANYL JACKET DRILL TRU FOR 357' Nk ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WN AV—P 11 WR T' RK P I01.— r-- C=-- T ASTRAGat RETAINER BO>rT MATERIAL.CIW,;g D t YELLOW CH 6,tj 1. 531 1-3 16: 11, y " O 00 CLcc D0 25 it I'll Z ccuj 00 :1 it 2 CL im AS GAL diAS 2) 8,0 1' BOLTS 0 BOTTOM f2) &Q- BOLTS 0 TOP 1,767' 24 WIND AM-0 11 II WR687 VV SwLowc, x44uurANTS. W40 513,684.3831 sct N T S TiH Cx ffr; PW 5- 2151 2UN-21-2002 09,52 MILESTONE WINDOWS 407 323 9729 P.02 MW Fk)li(idr Uff2alawsm ligpi;iiiii 11 i lll:ljllljpll lllpllllIAi JUN-21-2002 09-52 MILESTONE WINDOWS 407 323 9729 P-03 The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringStatement. Any questionsshouldbeaddressedtotheundersigned. Robert J. Arnoruso, PE LaM —1P MPW-Q-C fIQL!"g-X d -_ corn Florida PE License No. 49752 NNUUM JUMAUTMIMMIMUM, , Cc: Earl Moore/FEI File PE Sealing Statement® A rubber -Stamp seal was also applied tO facilitate reproduc6on for Orange County Building Division Masterfile scanning. I I Me: 20OZ-L9 11 zL 2540 10wett Lane, 32711-160 0 * (407) 323-i3t)* - Fb),. i(7) 3 22-33 37 19 M 9 - - - - . - - - I - , , Universal Forest Products Re: 53908744 Centex Homes Orlando 3514 2nd. Floor The truss drawing(*) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53909744FG13 53900744 FT1 53800744 FT01 53808744 FT2 53900744 FT5 53908744 FT7 53900744 PT8 53800744FT9 53808744 FT12 55908744 FT13 53800744FT14 53908744 FT15 53808744 FT15 53908744FT21 My license renewal date for the state of Florida is February 28, 2005 Y mum The seal on this drawing icates acceptance of professional engineering responsibility solely for the truss oomponcnVs)listed and attached. The suitability and use nfeach component for any particular building is the responsibiiity of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division Job rTruss Truss Type Oty Ply [Centex-Orlando/3514 2ud/Jsk/5-19-3 53908744 FG13 Job Reference {optional) Universal Forest Products,lne., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTok Industries, Inc. Men May 19 14 2-2 70 =- 1,50 3x6 FP= 7X8 A 8 C 7x6 3X6 11 3x6 11 D E F Us FP=-- U6 11 7x6 == 7x8 -- 6 11 1 J I - 1 - I I - - -1 - =-T1 2 Lit v u T S R Q r, 0 N m 1,5x3 -- 7x8 -- K 7x6 ---= 700MI3I8i 7x8 == 7x6 3x6 11 300 M1118H FP= 7x8 700 M11181-i-=- 7X6 3x10 M1118H FP- 3x6 II 7x6 --- 1-6 10 13 6-3-0 A-1-1-8 7 3 10-11-6 13-3-9 15-7-1217 11-15 _19-6-13-_l 19- 6-8 LOADING ( pst) SPACING 2-0-0 TCLL 40,0 Plates Increase 1.00 TCDL 110 0 Lumber Increase 1-00 BCLL 0.0 Rep Stress Iner NO B CDL5 0 Code F BC2001 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP SS WEBS 4 X 2 SYP No,3 REACTIONS ( lb/size) L-2683/0-8 0, W=2683/0-8-0 CS1 DEFIL in loc) I/dell PLATES GRIP TC 0,65 Ved(I-L) -0.51 Q-R -450 TL20 245/193 C B0 " Vert(TL) -0 70 Q-R >327 W B 10 77 Horz(Tt-) 011 L n/a Matrix) 1st LC LL Min I/detl = 360 Weight: 170 lb BRACING TOP CHORD Sheathed or 4-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. FORCES ( to) - First Load Case Only TOP CHORD A-W--2668, K L-2668, A-B=-3033, B-C=-7267, C-D=-7267, D-E--10155, E-F=l 1581, F-G=11581, G-H--101155, H-I=-7267, I-J=-7267, J-K=-3033 BOT CHORD V-W=0,U-V=-5586,T-U-9075,ST=11216,R-S=11216,Q-R=11922,P-Q=11216,0-P 11216,N-O-9075,M-N=5566,LM=0 WEBS A-V=3845, B-V=3475, B-U=2339, D-U=-2410, D-T=1469, E-T--1444, E H=497, F-R---464, F-O=-464, G Q=497, 6-0=-1444, 1-1-0=1469, H-N=-2410, J- N=2339, J-M=-3475, K-M=3845 6 NOTES ( 3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their enter ends or restrained by other means. 3) Truss shall be fabricated Per ANSI/TPI 1-95 quality requirements. Plates shall be ol'size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may rGlato to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review of certification of the truss designer. LOAD CASE(S) Standard 1) Floor: Lumber Increase=1,00, Plate lncioase=l 00 Uniform Leads (plh Vert L W=-1 0,0, A K=-270,0 1111111ifli N Rill Jo -lb -- ----- --------'Truss --] TrussType 53908744 FT1 -41[!-6OR Universal Forest Produc Is JnG,,- Burlington, NC 27215, l Qty iPly Con tax - 0 rl a n d o--/-3- 1 1 - 11I I _ _ jJob Reference_ (of 5.000 s Feb 20 2003 MiTek Industries, 4 211dilsk/5-19-3 9 14 15A5 2003 Pone I 3x6 FP - A B G D I- F a Scale - 1 :30( J K L. M N 0 P Al 3x6 FP::-:: 3x4 -- LOADING (psf) SPACING 2-00 CSI DEFL in fee) I/defl PLATES GRIP TOLL 40.0 Plates Increase 1.0000 TC 0.05 Vert(-L) n1a n/a TL20 245/193 TGDL 10.0 Lumber Increase 1,00 BC 0D1 Ved(TIL) n/a n/a BOLL 0.0 Rep Stress Incr YES WB 0,03 Horz(TL) 0,00 Q n/a BCDL 50 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 81 In LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0 0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No 3 OTHERS 4 X 2 SYP No.3 REACTIONS (Iblsize) Q=47/18-6-8,AF=56/18-6-8,AE-142/18-6-8,AD=148/18-6-8,AC=146/18-6-8,AB=147/18-6-8,AA=147/18-6-8,Z=147/166.8,Y=147/lB-6-8, X=147118-6-8, W=144/18 6-8, 1-1-145/18-6-8,'T=146118 6-8, S.=149/18 6-8, R=11371118 6-8 Max Herz A17=6(load case 1) FORCES (ib) - First Load Case Only TOP CHORD AF-AG=-50, AG-AH=-50, A-AH=-50, Q-Ale-42, P-Al=-42, A-B-A B-C=;A C-D----6, D-E--6, E-F=-6, F-G=-6, G-H=-6, H-I=-6, I-J= 6, J-K= 6, K-L=-6, L M,z-6, M-N=-6, N-O--6, O-P=-6 BOT CHORD AE AF=O, AD-AE=0, AC AD=O, AB AC=0, AA-AE1=0, Z-AA=0, Y-Z=D, X-Y=0, W-X=0, V-W=0, tJ-V=6, T-1-1=6, S-T=6, R-5=6, Q-R=6 WEBS B-AE=-131, C-A[)=-134, D AC=-133, E-AB=-133, G-AA=-133, H-Z=-133, I-Y=-133, J-X= 133, K-W=-133, L-U=-133, M-T=-133, N-S=-136, O-R=-125 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord hearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSFTPI 1-95 quality requirements Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this shoot is to reduce buckling of individual members only and does not replace election and permanent bracing required for the overall building design, Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. LOAD CASE(S) Standard Job - 1 , Truss I'll I "I - - I Truss Type City Ply Cente-arl a--n-d----o/-3- -5- 1-4 -2-n-d/-js k/5 - 19--3- x- 539OB744 r I or FLOOR 1 1 I Jotb 4orence (optional) Universal Forest PrOdUCIS,inc., Burlington, NC 27215, Jeff Kerr 5,000 1 Feb 20 2003 MrTek Industries, Inc. Mon May 19 1415:46 2003-Pag"- 1 Scale - 1 :38. Us FP A 0 C D E F G it J 71 K L M N 0 p O R T2- S T I AT? 3x6 FP= 3A LOADING (psf) SPACING 2-0-0 TOLL 40,0 Plates Increase 1.00 TCDL 10,0 Lumber increase 1,00 BCLL OD j Rep Stress Incr YES BCDL 50 Code FBC2001 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 CS1 DEFIL in loc) I/defl PLATES GRIP TC 005 Verl(Ll-) n/a n/a TL20 245/193 BC 001 Verl(TL) n/a n/a WB 0.03 Flo1ZJL) 0.00 U n/a Matrix) It LC LL Min Vdefl = 360 Weight: 104 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals 130TCHORD Rigid ceiling directly applied or 10-0-0 or, bracing. REACTIONS (lb/size) AN=56/23 10-8, U=47/23-10-8, AM-143/23-10-8, AL=148/23-10-8, AK=146,23-10-8, AJ=147/23-10-8, Al=147/23-10-8, AH=147/23-10-8, AG=144/23 10-8, AE=145/23-10-6, AD=147/23-10-8, AC-147/23-10-8, AB=147/23-10 8, AA=147/23-10 8, Z=147/23-10-8' Y=147/23-10-8. k=146/23 10-8, W=149/23-10-8, V=137/23-10-6 Max Herz AN=6(load case 1) FORCES (11b) - First Load Case Only TOP CHORD AN AO-50' AO-AP=-50, A-AP=-50, U-AQ=-42, T-AQ=-42, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F G=-6, G-H= 6, H-1=-6, I-J=-6, J-K"--6, K L=-6, L-M=-6, M N=-6, N-O=-6, O-P---6, P-Q---6, 0 R=-6, R-S=-6, S-T=-6 BOT CHORD AM-AN-0, AL-AM=0, AK-AL=0, AJ-AK=O, Al-A,1=0, AH-AFT), AG AH=O, AF-AG=O, AE-AF-6, AD-AE=6, AC-AD=6, AB-AC=6, AA-AB=6, Z-AA---6, Y-Z=6, X-Y-13, W-X-6, V-W=6, U-V=6 WEBS B-AM=-131, C-Al-=-134, D-AK=-133, E-AJ=-133, F-Al=-133, G-AH=-133, H-AG=-133, I-AE=-133,,I-AD=-133, K-AC=-133, M AB=-133, N-AA=-133, 0 Z=-13,31P-Y=-133, Q-X=-133, R-W=-136, S V=-125 NOTES (6) 1) All plates are 1,5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i e diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1 95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this shoot is to reduce buckling of individual members only and (fees not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this Street for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type TQtty Ply I 53908744 FT2 R` _ !8 1 L ---- --- `- - _ - -1 -- universal Forest Products,Inc, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 1 3 0 _-1 7 12 2 0 0 I 1 7-12 1.5x3 II 1.50 - 1.5x3 -- 3x6 =_ A 8 V vvvvlil/ ID M Scale - 1:30,-, 3x4 3x6 FP-- 3x4 == 1,5x3 ! 1.5x3 II 3x4 =_ C D E F G H 19-3 nc. Moll May 3x4 I 3x4 ::::: 34 =_- 3x4 , 3x4 3x 4 -- 3x4 -.-3x6 FP-- 3x6 .== 3x6 -_: 2-9-0 5-3-0 8-1-12 _._ 10 4 12-----A-- -- 13-3_g -- L- - 15-9 8 -- - ---- 18 6-B ._._._.. 18 6-6 Plate Offsots (XY): [P 0 1-8,Edge] jQ:O 1-B,Edgc] LOADING (psf) SPACING 2-0-0 CSI DEFL in (ioc) f/defl PLATES GRIP TCLL 40.0 i Plates Increase 1.00 TC 0.35 Verl(LL) -028 P-Q >784 TL20 245/193 TCDL 10.0 Lumber increase 1.00 BC 0.91 Vert(TL) -0.38 P-Q >571 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0,08 L We BCDL 5,0 Code FBC2001 (Matrix) 1st LC LL Min I/deft =360 Weight: 94 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No_2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing, WEBS 4 X 2 SYP No REACTIONS (lb/size) L=99610-3-8, T=1003/0-8-0 FORCES (Ib) - First Load Case Only TOP CHORD T-U=-36, U-V=-38, A-V=-38, L-W=-38, K W=-38, A-B 0, B-C=-1801, C-D==-3003, D-F--3003, E-F=-3745, F-G=-3745, G-1-1=-3745, 1-1-1:=-3026, I-Jk-1838, J-K=-2 BOT CHORD S-T=1035, R-S=2539, Q-R-3439, P-0=3745, O-P=3454, N-0=2569, M-N=2569, L-M=1078 WEBS B-T=-1406, J-L=-1432, B S=1066, J-M=1057. C-S=-1027, I-M=-1016, C-R =644, 1-0=636, E-R=-606, H-O--595, E-Q=375, H-Pm356, F-Q=-190, G-P= 183 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSVTPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design nformation as it may refata to a specific building. Any references to job names and locations are for administrative purposes only and are not pad of 1110 review orcertificationofthetrussdesigner. LOAD CASE(S) Standard Fl 7 Customer ®: 11045 Customer Name: CENTEX HOMES ORLANDO Shop : 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLRate e :05/21 / 003 Draw ®:53 08744 i Job - ITRUSS stTruss 53908744 11FT5 FLOOR Universal Forest Products,inc Burlington, NC 272 1-3-0 1,50 11 I 5x3 1.50 A in Q scare - I 3x4 3x4 - B C, josue_ 12 1 1 1 Job Reference 5.000 s Feb 20 2003 MiTek Industries, Inc, Mon May 19 14:15:47 2003 Pagel 11 -171- 1 12 1 1 200 1 1- 11-1-14, 1 3x4 === I 5x3 li D E F3x4 3x4 Q 3x4 -, 3x4 = 3x4 = 3A : 1 50 I 3x4 = 3x6 - - 3x4 -, am Plate Offsets (X,Y)._IF:0-11 -8,Edge], [H:0-1 8,Eldge], [M:0 LOADING (psf) i SPACING 2-0-0 TOLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL 0'0 Rep Stress Iner YES BCOL 5.0 Con. FBC2001 LUMBER TOP CHORD 4 X 2 SYP No.2 ROT CHORD 4 X 2 SYP No.1 WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) P-835/0-8-0, 1=629/0-3-8 8-3-4 10-30 14 0-0-- ------ 15-6-0 DEFLCS1 in lov) Udell PLATES GRIP TC 0,62 Verl(-L) -0 23 M-N >791 TL20 2451193 BC 0,83 1 Vkrt(TL) -0.32 M-N >567 WB 0.42 Horz(TL) 0-04 1 n/a Matrix) 1st i-CLI-Min l/dot1=360 Weight: 79 11) 13RACING TOP CHORD Sheathed or 6-0-0 oc puffins, except on(] verticals. BaT CHORD Rigid ceiling direelly applied or 10-0-0 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD PQ=-36,Q-R----36,A-R=-36,1-S=828,H-S--827,A-B=0,B-C=-1442,C-D-2328,D-E=2501,E-F-2501,F-G=-1986,G-H=-822 BOT CHORD O-P=853,NO=2016,M-N=2567,L-M=2501,K-L=2501,J-K=1528,1-J==43 WEBS E-M=-42, F-L=197, B-P--1 159, B-0=819, C-O=-799, C-N=434, D-N=-333, D M=-82, H-J-1059, G-J-982, G-K=637, F-K=-742 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their enter ends or restrained by other means. 2) Truss shall be fabricated per ANSI/TPI 1 95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise rioted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on [his street is to reclines buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The buss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthebassdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTER HOMES ORLANDO Shop No: 53908744Contractor/Job: 3514 ALL ELEV. 2ND FL R Date Req:05/21/2003 Draw No.53908744FT5 I Job 1 Truss I Truss Type 53908744 FT7 FLOOR Universal Forest Products,inc., Burlington, NC 272 W Job Reference (ol 5.000 s Feb 20 2003 MiTek Industries, 3x6 FP F G 0 Scale = 1 M LOADING (psf) SPACING 2-0-0 CSI I DEFIL in (loc) Vdefl PLATES GRIP TCLL 40,0 Plates Increase 1,00 TC 0.05 1 Von(LQ n/a n/a 1 L20 245/ 193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Ved(TL) n/a n/a BCLL 0,0 Rep Stress Incr YES WB 0.03 Horz(TL) ODO S n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/detl = 360 Weight: 90 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No_2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No,3 OTHERS 4 X 2 SYP No 3 REACTIONS (lb/size) S=-5/20-6-0,AJ.--53/206-0,AI=146/20-6-0,AH=147/20-6-0,A(3=147/20-6-0,AF=147/206-0,AE=147/206-0,AD=147/20-60,AC.147/21)-6-0, AB=1 47/20-6-0, AA-1 47/20-6-0, Z=145/20-6 0, X=1 44/20 6-0, W=l 47/20 6-0, V=I 45/20-6-0, U=1 52/20-6-0, T=l 08/20-6-0 Max Herz AJ=4 dead case 1) Max UpliftS=-5(load case 1) FORCES (1b) - First Load Case Only TOP CHORD &J-AK=-48, AK-Al-=-48, A-Al-=-48, S-AM=10, AM-AN=10, R-AN,=10, A-B=-4, B-C=A, C-D-A D-E=-4, E-F=A F-G=-4, G H=-4, 14-1=-4, I J=A, J-K=A, K-L=A, L-M=-4, M-N=-4, N-O=A O-P=-4, P-Q=A Q-R=-4 BOT CHORD A[-A,1=0, AH-Al-0, AG-AH-0, AF-AG=O, AE-AF=O, AD-AE-0, AC AD --A AB-AC=O, AA-AB=O, Z-AA=O, Y-Z----O, X-Y=4, W -X=4, V-W=4, 1-14=41, T-11=4, S-T=4 WEBS B Ai=-132, C-AIT=-134, D-AG=-133, E-AF=-133, G-AE=-133, H-AD----133, I-AC=-133, ,J-AB=-133, K-AA=-133, L-Z=-133, M-X=-133, N-W=-134, 0 V=-132, P-U= 138, Q-T=-104 NOTES (7) 1) All plates are I .5x3 TL20 unless otherwise indicated, 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from ono face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of trLJSS to bearing plate capable of withstanding 5 lb uplift at joint S. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each tress with 3-16d nails Strongbacks to be attached to walls at their outer ends or restrained by other means, 7) Truss shall be fabricated per ANSI[TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise rioted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this street is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes arid ordinances The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to jot) names and locations are for administrative purposes only and are not part of the review ofcertificationofthetrussdesigner, LOAD CASE(S) Standard aQty IPly Centex -01tando3514`_2nd/jsk/5-1J-3 I F 1-3 0- i 5x4 =: 1.50 -`-: 1,50 A X 1w 1.5x3 I1 5x5 := 0 30 B Truss Type FLOOR P6 215, Jeff Korr Job Reference (optional)_ 5.000 sFeb 20 2003 M Tek industries, Inc. Mon May 19 14:15:48 2003 Pap1 ; 1-4-8- 2-0-0___ 1 1 4_8 I -- -- - Scalen 1:34. 3x4 = 3x6 FP-- 3x4 == 1.5x3 li 1-50 11 3x4 -- 3x4 = 30 = C D E F G rl I J 3x5 3x4 = 3x4 =-: 3x4 =- 3x4 3xm MITI Bit FP,-:_ 3x5 == 5x4 -_ 1.5x3 = 1.5x3 = K Y iM 5x5 -.1 1.5x3 II Seat Plate Mere 160--j 40_0 1 b60 9-18_.---- A 11 -4 -8 --14Q0 1660 1900 2060_- 20-6-0 Plate Offsets (X,Y). [A Edge,0-I-81, [K 0 1_8,Edge], [Q:0 1-8,Edge]tR Q 1 B,Edge] LOADING (psf) SPACING 2-0-0 CSI 1 DE=L in (loc) I/deft f PLATES GRIP TOLL 400 Plates Increase 1 OQ TC 0.48 Ved(LL) 0A0 Q-R >607 TL20 245/193 TCDL 10-0 Lumber Increase 1,00 BC 0.87 ( Vert(TL) -0.55 Q-R >441 BCLL D.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.09 L n/a BCDL 5.0 Code FBC2001 (Matrix) Ist LC LL Min I/deft _ 360 weight: 104 Ibl _ _ 1-___ _ ___ _ ___-__ ____ ...__-_- I___ LUMBER BRACING TOP CHORD 4 X 2 SYP No,2 TOR CHORD Sheathed or 6-0-0 he purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1107/0-8-0, V=1107/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-Wm-I100, W-X=,1100, A-X=-1100, L-Y=-1100, Y-Z=-1100, K-Z=-1100, A-B=-1082, B-C=-2809, C-D--3931, D-E=..3931, E-F=-4567, F-G--4567. G-H=-4 H-1= 3931, I-J=-2809, J-K=-1082 BOT CHORD U-V=O, T-U=2093, S-T=3499, RS=4336, Q-R=4567, P-Q-4336, 0 P=3499, N-0=3499, M-N=2093, L-M-0 WEBS A-U=1471„ K-M=1471, B.U=-1405, J-M=-1405, B-T=996, J-N=996, C-I-= 960, I-N=-960, C-S=601, I-P=601, E-S=-564, H-P=-564, E-R=301, H-Q=301, F-R=-171, G-0 -171 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails_ Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements_ Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. LOAD CASE(S) Standard Job Truss Truss Type y Ply 53608744 IFT9 FLO 14 1 Universal Forest Pioducls,lnc , Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 1 1 11 13--0-1 i 1-5-0 2-0-0 ]1 1 5x4 1,5x3 5X3 A X 1W 1,50 11 5X5 --- 3x5 3X4 3x6 FP--' 3x4 1.5x3 li 1 5x3 11 3x4 = 3x4 H D E F G H I 2nd/jsk/5-11 a 1) - - ---- Mori May 3X5 L- care - 1:34,11 5x4 I 5x3 K yof 30 3x4 3x4 3x4 3x4 1= 300MIIIBHFP:- 5X5 -- 3x4 3.5 4-00 6 6 0 9-2-0 -11-5-0- 14-1-0 1 16-7-0 19-_1 -0 20-7-0 ...... .... -d 20-7-0 Plate Offsets -(-X--,Y-)-: [A Edge,-6- 1 -8, Edge], [Q:O-- I :- 8,Edgo], [R:O 1-8,Edgel LOADING (pst) SPACING 20-0 CS1 DEFL in (loc) l/detl PLATES GRIP TCLL 40.0 Plates Increase 1.00 Tc 0.49 Vert(H-) -0A1 Q-R >595 1120 245/193 TGDL 10,0 Lumber increase 1,00 BC 089 Vert(TL) -0 56 QT1 >432 BCLL 0.0 Rep Stress Incr YES i WB 0019 tAoiz(TL) 010 L n/a BCDL 5,0 Code FBC2001 (Matrix) 1st LC LL Min l/defl = 360 Weight 104 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-11-3 no purfins, except end vedi"Is BOT CHORD 4 X 2 SYP NoA BOT CHORD Rigid (,,ailing directly applied or 10 0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1109/0-3-8,V=1115/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1 108, W-X=-1 108, A X=l 108, L-Y=-1 103, K-Y=-1 102, A-B=-1091, B-C=-2834, C-D=-3973, D-E=-3973, E-F=-4634, F-G=-4634, G-H=-4634, H 1=-3 l-J=-2869,J-K=-1 141 BOT CHORD U-V=0, T U=21 10, S-T=3532, R-S=4387, Q-R=4634, P-Q=4401, O-P=3561, N-0=3561, M-N=2152, L-M=57 WEBS A-U--1483, K M=1474, B-U= 1417, J-M 1407, B-T-1007, J-N=997, C T=-971, I N=-962, C S=613,1 P-604, E S=-576, H-P=564, E-R=319, 11-0=301, F-R- 177, G-Q=-169 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their enter ends or restrained by other means. 3) Truss shall be fabricated per ANSI/TPl 1-95 quality requirements Plates shall be of size, and type shown and centered at joints unless otherwise noted. Provide bracing whore indicated and wiffim 4" of interior joints. Bracing indicated on this street is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this street for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard Job - - - -1 Truss 53908744 FT12 Truss Type FLOOR Ply -4 2n-d?j-s-k-/-5---19-3 Job Refo,enc. (optional) . . ..... .. 1 5 000 s Feb 20 2003 MiTok Industries, Inc. Mon May 19 1 4A5A9 2003 Paoc, 5x4 1'5X3 1.50 A Jv ii ILJ scald - I 3A B 3x4 C 18 1 -5--0-0 -(-q i-- 2 IJ , 5x4 3x4 1 5X3 11 1 5X3 li 3x6 FP= 3x4 D 6 F G H I 1, 5x3 11 5X4 -- 3A = 3x6 FP-- 3x4 --- 3X4 - 5x4 = 3x4 --- 5x4 := 3x4 1- 6-0 4-0-0____ 6-6-0 Peale- Offset x-y): -[A.Edqo#T--q LOADING ( psf) SPACING 2-00 1 TCLL 400 Plates Increase 1,00 TCDL 10,0 Lumber Increase 1.00 BCLL OD Rep Stress Iner YES BCDL 5D Code FBC2001 LUMBER TOP CHORD 4 X 2 SYP N0,2 BOT CHORD 4 X 2 SYP No. 1 WEBS 4 X 2 SYP No,3 9- 2-8 9 A 0 _1 1-4 0 13-2-6 15 8-8 i 17 2 8 17- 2-8 gel, [ 0:0-1-8,Edgol CS1 TEFL in loc) Well PLATES GRIP TC 0,86 Vert(LL) -0,30 O-P >675 TL20 245,1193 C 0A9 Ved(TL) -0.42 O-P >487 WB 0.49 Horz(TL) 0,06 K n/a Matrix) 1 st I-C LL Min I/defl 360 Weight: 89 In 13RACING TOP CHORD Sheathed or 5-8-7 oc purfins, except end verticals BaT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) T-929/0-8 0, K=923/0-3,8 FORCES ( lb) - First Load Case Only TOP CHORD T-U-925, U-V=-925, A-V= 925, K-W=-923,JV-922, A-B= 892, B C=--2244, C-D=-3031, D-E=-3095, E-F=-3095, F-G-- 3095, G-H=-2250, 11 1=-2250, I- J=-939 BOT CHORD S-T=-O, R-S=1717, Q-R=2759, P-Q=2759, 0 P=3228, N-0=3095, M-N:=2798, L-M=1751, K-L=48 WEBS E-0=18, F-N=-485, A-S-1213, B-S=-1 147, B-R=733, C-R=-716, C-P=378, D-P=-274, D-O=-169, J-L=1212, I L=-1 129, 1 M=694, G-M=-762, G N=704 NOTES ( 2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10 0 0 oc and fastened to each trust, with 3-16d nails. Shrongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSlrrPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this shoot is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for confonnance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer LOAD CASE(S) Standard 1; 11111y!g!q y pq rp L914HEMONIMM140 Job !Truss 53908744 IFT13 Universal Forest Products,Inc., Burlington Im nos, ric neon may 6 LOADING (psf) SPACING 2-0-0 CS1 DEFL in 10c) Well PLATESGRIP TCLL 40,0 Plates Increase 1,00 TC 005 Verl(LL) n/a iVa ;TESTI-2 245/193 TCDL 10,0, Lumber Increase 1.00 BC 0,01 Verl(Tt-) n/a n/a BCLL 0.0 C Rep Stress Incr YES 013WB0.03 Florz(TI-) 0,00 M n/a BCDL 5.0 Code FBC2001 Matrix)1st LC LL--Mii i I/defl 360--- Weight: 63 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No,2 130T CHORD Rigid ceiling directly applied or 10-0-0 or, bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No,3 REACTIONS (lb/size) X=53114-2-0, M=24/14-2-0, W=146/14-2-0, V=l 47/14-2-0, U=147/14-2 0, T=l 47114-2-0, S-147/14-2 0, R=147/14-2-0, Q=14711 4 2-0, P=145/14 2-0, 0=1 52/14-2-0, N-1 16/14-2-0 FORCES (1h) - First Load Case Only TOP CHORD X-Y----48,Y-Z=-48,AZ=-48,M-AA=-19,AA-AB--19,L-AB=-19,A-B,---3,B-C----3,C-D=3,D-E=-3,E-F--3,F-G=-3,G-H=-3,H-1=-3,1-J,-3,,J-I<--3,14-L=-3 BOT CHORD W-X=3,V-W=3,U-V-3,T-tJ,3,ST-3,R-5=3,0-R=3,P-Q-3,0-P=3,NO 3,MN=3 WEBS B-W=-133,C-V=-134,DU=133,E-T=-133,F-S7,--13,1,G-R=-133,HQ=-134,1-P=-132,J-0=-138,K-N=-108 NOTES (6) 1) All plates are 1 .5x3 TL20 unless otherwise indicated, 2) Gable requires continuous bottom chord bearing. 3) Truss Io be fully sheathed from one face Or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oG and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their enter ends or restrained by other means. 6) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at loints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this street for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or codification of the truss designer, LOAD CASE(S) Standard 1171111 ,iii l i''lI l iiii l lMl Joe - --TTr-W3s Truss T 53608744 IFT14 FLOOR 0--a- niversal Forest Products,inc Burlington, t 3x4 1.50 1, 5x3 A 1.50 11 3x5 3A 0 Job Reference (optional) rr 5,000 s Feb 20 2003 MiTek Industries, Inc. Mon 0.11 0 3x4 = 1.5x3 il 1.5x3 H 3x4 = 3x4 -- C D E F a 3x4 -- 3x4 = 3x4 — 4 : 15:50 2003 Page 1 1 Scale . I 3x4 1.5x3 - 1.5x3 1A T S 3x5 - 1.5x3 11 4-0-0 6-6-07 -8 0 11 0-2-0 12-6 -0 14-2-0 14- 20 OffsetsPlate _ IH:o-i Uqel, [1-:0-1 -8, Edge], [M:O- 1 -8, Edge]_ LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase I -00 TC 033 Vert(LL) -0,10 M >999 TL20 245/193 TCDL 100 Lumber increase 1.00 BC 0,51 Vert(TL) -013 M >999 BCLL 0,0 Rop Stress Incr YES WB 0,39 Horz(T1-) 0,03 1 n/a BCDL 5.0 Cod. FBC2001 (Matrix) 1st LC LL Min f/defl =360 Weight: 75 In LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 -I OPCHORD Sheathed or 6-0-0 or; purlins, except end verficals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS ( lb1size) P=759/0-8-0, 1=759/0-8-0 FORCES ( lb) - First Load Case Only TOP CHORD P-Q=-753,Q-R=-753,A-R=-753,1-5=-753,ST=-753,H-T=-753,A-B=-707,B-C=1709,C-D---2152,D-E=2152,E-F=-2152,F-G=-1709,G-H=-707 BOT CHORD O-P-=0,N-0=1361,M-N=2029,L-M=2152,K-L=2029,,]K 1361,1-J-=O WEBS H-J=961, A-0=961, G-J=-909, B-0=-909, G-K=484, B-N=484, F-K=-445, C-N=-445, F-L--167, C, M=167, D-M=-97, E-L--97 NOTES ( 2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this shoat is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of lhe design information as it may relate to a specific building. Any references to job names and locations are for administrative Purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard W # 111111111"1141 , JOD truss 53908744 :FT15 Universal Forest Products,1ric., Bu FLOOR NC -2 -7-2T ,Jeff Karr Qty- Fly T n , to - x- - Or - I - a - n( - J -, a/ - 351 -, 4 6 1 lJob Reference _(opt roi 06 s- Feb 20 2003 MiT(,,k Industries, hic 19-3 i 1-3-0 _i 5x4 1,5x3 1.5x3 A X 1W P-10 q 3A -= 3x6 FP= 3x4 -- 3x4 = 1.5x3 1 50 11 3x4 3A a G D E F a H I 3x4 J 13cale - 1:32 4 5X4 =, 1 5x3 K y 1,5x3 11 5X5 - 3x4 3A 3x4 3A = 3x10M111811FP-, 3X4 - 5X5 :3X4 1-6-0 8-7-12 A- --- 0, 13-0-8 15-6-8 18-0-8 19-6-8I101--12_ _ I 19-6-8 Plate - Offsets- ( X, Y) A: Eag0 -, 0 - I - 8 K -i 0 - 1 8, E -c -19-eI t - Q 0 -18 E -dgej-, tR-- -:0- -- -1 8, Edgol LOADING - (psf) SPACING 20-0 CS1 DEFL in loc) I/defl PLATES GRIP TCLL 400 Plates Increase 1 00 TC 0.42 Vedd-L) -0.33 Q-R >692 TL20 245/193 TCDL 10,0 Lumber Increase 1.00 BC 0,80 Vert(TL) -0.46 Q-R >503 BCLL 0,0 Rep Stress Incr YES WB 0.56 Hori(Tl-) 008 L n1a BCDL 50 Code FBC2001 Matrix) 1st LC LL Min Vdefl - 360 Weight- 100 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 us purlins, except end verticals. BOT CHORD 4 X 2 SYP No,1 BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. WEBS 4 X 2 SYP No 3 REACTIONS ( lb/size) L-1051/0-3-8, V=1058/0-8-0 FORCES ( lb) - First Load Case Only TOP CHORD V-W=1051, W-X=-11051, A-X--1051, L-Y=-1046, K-Y=-1045, A-13=1029, B-C=-2654, G-D=2654, D-E--3673, E F--4166, F-G=-4166, G H=-4166, H I=-3692 1 J=-2687, J-K=-1076 BOT CHORD U-V=-O, T-U-1989, S-T=3293, R-S=4030, Q-R=4166, P-Q=4041, O-P=3318, N-0-3318, M-N=2029, L-M=54 WEBS A-U=1399, K-M=1389, B-U=-1335, J-M=-1325, B-T=926-1-1\1=915, D-T=-888, I-N=-879, D-S=529,1 P=-520, E-S=-497, LLP 485, E-R=218, 1-1-0=201, F R=-148, G-Q=-139 NOTES ( 3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongloacks, on edge, spaced at 10-0 0 oc and fastened to each truss with 3-16d nails. Slrongbacks to be attached to walls at their enter ends or restrained by other means. 3) Truss shall be fabricated Per ANSI/TPI 1 95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this street is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness oracGuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss 1 Truss Type 1 Qty Ply Centex Orlando/3514 2nd/jsk/5-19-3i 53908744 FT16 FLOOR rence (optional) Job Ref( Universal Forest Producls.lnc,, Burlington, NC 27215, Jeff Kerr 5.000s Feb 20 2003 MiTok Industries, Inc. Idon May 19 14 it 551 2003 Page 1 1 5X3 A 1 50 1, 1 5X3 L m Scale . 1:10, 1, 5X3 11 E 1")x3 1, 5x3 N c? m 1. 50 11 1.50 11 1,50 11 1,50 11 1,50 11 5- 5-0 I - -----4. 5- 5-0 LOADING ( est) SPACING 2-0-0 CSI OEFL in loc) I/delf PLATES GRIP TCILL 400 Plates Increase 1.00 TC 0,05 Ved(LL) n/a n/a TL20 245/193 TCDL 100 Lumber Increase 1.00 BC 001 Vert(TL) n/a n/a BOLL 0.0 Rep Stress Iner YES WEI 0,03 Horz(Tl-) 0,00 F n/a BCDL 5.0 code FBC2001 Matrix) 1st LC LL Min Vdofl = 360 Weight: 26 In LUMBER BRACING TOP CHORD 4 X 2 SYP No,2 TOP CHORD Sheathed or 5-5-0 oc purlins, except end verticals, BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. WEBS 4 X 2 SYP No 3 OTHERS 4 X 2 SYP No.3 REACTIONS ( lb/size) J=57/5-5-0, F=61/5-5-0.1-142/5-5-0, H=148/5-5-0, G=148/5-5-0 FORCES ( lb) - First Load Case Only TOP CHORD J-K=-50,K-L=-50,A-L=-50,F-M=54,M-N=-54,E-N--54,A-B=-6,6-C=-6,C-D-=-6,D-E=-6 BOT CHORD I-J=6, H-1=6, G-H=6, F-G---6 WEBS 8-1=-130, C-H=-134, D-G=-135 NOTES ( 5) 1) Gable requires continuous boltern chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their enter ends or restrained by other means. 5) Truss shall be fabricated per ANSV`TPI1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this street is to reduce buckling of individual membors only and does not replace erection and permanent bracing requited for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may iolate, to a specific, building, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the trims designer. LOAD CASE(S) Standard Job -- - Truss 53908744 FT21 Truss Type 1 1 1-3-0 1 1,50 ii 1 50 - 3x4 -- line., Burlington, NC 27215, Jeff Kerr 1-7-12 20:0-19 I3--fl 3x4 3A 1 5X3 11 3x4 = 3x4 9 - 1 1 - -- , ! Job Reference (optional)_ 5, 666 s Feb 20 2003MrTGk Industries. tire Mori 3x4 : - 3x6 FP --= 5x4 - 5x6 = 1.50 11 3x4 15 51 2003 Page Scale - 1:! 3.4 3x4 3x4 = 3x4 1'5X3 li 3x5 FP= 5x4 3x6 = 5x4 - 1 50 11 3x4 - 3x4 11 3x4 - 3. 4 =_ 5-3- 0 __-8-3-4 Plate Offsr, ts(X.,Y): [F0-1-6,Edg(,],[M:0-1-8,Er.lgej, LOADING (ps[) SPACING 2-0-0 TOLL 40.0 Plates Increase 1,00 TCDL 100 Lurnbor Increase 1.00 BCLL 0,0 Rep Stress finer YES BCDL 5,0 code FBC2001 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No,2 WEBS 4 X 2 SYP No.3 10 3-4_ 1 0-11'--0 - - ---- 1350 1_15-11-0 i 18-6-8 19-11-0, 21-3-0 22-6-O , 24-0-0 24-00 8, Edge], [Y-: 0-11 24,5/1-- 93CSI DEFIL in Joe) Ild(Al PLATES GRIP TC 077 Vedg- L) -026 Y Z >845 BC 0.96 Vert(-rL) -0,36 Y-Z >609 WB 049 florz( TL) 0,06 S n/a Matrix) 1st LC LL Min I,/dell _ 360 Weight: 126 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except arid verticals. BOT CHORD Rigid calling directly applied or 6-0-0 oc, bracing, REACTK)NS (1b/ size) AB=919/0-8-0, 0=-19/Mechanical, S=170610-3-8 Max UplittO=-257( load case 2) Max GravAB-919( load case 1), 0=233(ioad case 3), S=1706(load case 1) FORCES (ib) - First Load Case Only TOP CHORD AB- AC=-37, AC-AD=37, A-AD=-37, N-0= 2, A-B=O, B-C=-1621, C-D=2664, D E=3124, E-F= 3124, F-G=-2926, G-H= 2061, 1-1-1= 681, I-J=-681, J K=1394' K-L=518, L-M-518, M-N=161 BOT CHORD AA- AB=944, Z-AA-2277, Y-Z=3002, X Y-3124, W-X=3124, V-W=2587, U-V=151 1, T-1-1=1511 1, S-T=-187, R-S=-1394, Q-R=-518, P-Q=-516, O-P=O WEBS E-Y=- I 16, F-X=148, K-S=-744, B-AB=1282, B-AA=942, C-AA=912, C-Z==538, D-Z=-470, D-Y,149, J-S=-1607, J-T=1207, H-T=-I 154, H-V=766, G-V=731, G-W=472, F-W_-454, N,P=-214, K-R-1 145, M-P=486, L-R=-364, M-Q-3132 NOTES (5-6) 1) Unbalanced floor live loads have been considered for this design, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 0. 3) Recommend 2x6 strongloacks, on edge, spaced at 10-0 0 oc and fastened to each truss with 3-16d nails Strongbacks to be attached to walls at their outer ends or restrained by other means_ 4) CAUTION, Do not erect truss backwards. 5)'rrLISS shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this street for conformance with conditions and requirements of the specific building and governing codes and ordinances, The Iruss designer accepts no responsibility for the correctness or accuracy of file design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review of codification of thetrussdesigner. 6) THA422: rlGI- iT end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal Follow Simpson instructions for installation. LOAD CASE( S) Standard Universal Forest Products Shoffner LLC Re: 53920063 Centex Homes Orlando 3514 D The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53920063 GlA 53920063 M413 53920063 H1B 53920063 M4A 53920063 H1C 53920063 MGE4 53920063 H1D 53920063 WE 53920063 H1F 53920063 H1G 53920063 WH 53920063 T2C 53920063 T2D 53920063 EV 53920063 EJ17A 53920063 G3C 53920063 HJ7 53920063 CJ5 53920063 CJ3 53920063 CA 53920063 MV2 53920063 MV4 53920063 MV6 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 22 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category 11; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 10/7/2003 johnM. PresleyslpLicehse # 55886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component( s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec, 2, Eastern Division 5611 dotflh V 6 ktirlington, N(-172I5 1'cl 9:?56 1',s 1 6 176 9116 Job ifuss I ype (?ry Ply C,,x 0, !,a r-do,35 !,1 7-1 It A 3. 7" Universal Forest NG- 21;2 15, Jeff Kerr 5 100 s MaY30 2003 MiTek Indl)strios, no Ttjo Oct 07 16114 53 2003 age, I 7-00 13 (5 14 20 0 0 1-0-0 7-00 6 6 - 14 6 5 2 5x81! PO 40-0-0 411 0-02G5-2 3300 6-5-2 6 6 1 7-0-0 1 scale - 1 0 5X8 Fi i") 5 00 12 3x(-,, F, , 2x i 120 3,8 1 L20 , 3 6 T1,20 E F C T2 wi V3< IN I Wi wp A P1 R1 TL20 N to i, L K 5x 7 1 L 20 2x5 TiLa) i 5x6 -, -,?Q 7 xB 2 '1) 5x 6 T120 2x5 TU10 1 7 1 12 13 (3 14 20 -0 0 2',1 6 12 26-5-2 32 10 4 110-00 7-1 12 6-5-2 6-5-2 0-3-12 5-3-6 5-5-2 7-1-12 Plate O(Isrc(s (X,Y)[9 0 3 8,0 2-11], [C 0 5 12,0 2 8j, [HS 5 12,0 2-S], [1:0 2-1 2,b-o-i-j, [K,O 2 2], im o 4 0,0-5-4] - LOADING (psf) SPACING 200 CS1 DEFF, in to(,) 1/dell L/d PLATES GRIP TCLL 20,0 Plato's llncIec]Fe 1 25 JC 0 83 vell(I-I-) 0.59 L-M 812 240 TL20 245/193 TCDL 10,0 Lumboi ncreaqicr 1.25 PC 090 Vcrt(-TL) 1.29 L-M 370 160 13CLL 0,0 Rep Stmss Ir«cr NO W R 0 72 r1o 17 (-FL) 0, 17 r n tn n/a BCDL 10,0 CodeFBC2001ffF1!',!002 atrtxj Weight: 433 11) LUMBER BRACING TOP CHORD 2 X 4 SYP No2 'Except' TOP CHORD Stru(,Iuml wood sheathing directly applied or 3-1-15 oo purlins, T3 2 X 4 SYP NoA, T2 2 X 4 SYP No, I 130T CHORD Rigid coiling directly applied or 10-0 0 oc bracing, BOT CHORD 2 X 6 SYP No1 WEBS 2 X 4 SYP No.3 REACTIONS B 2669/0-3 8, k-,;13(30'0 3 8 Max Hou, 13:, 72(imid cai;o 4) Max Up` f[B - 601 (load onsp, 3),1- 866(load (,--iso, 3) FORCES ( Ib) - First Load Case Only TOP CHORD A-B---,26, B-C-618,15, C-D:-,-, 9590, D-E= 12536, E-F= 125,36, F-G12536, G 1-1 - 11,135, H-1-7975, 1 J=26 BOT CHORD B 0,5633, N-0 -5)M3, M-N9590, M P=1 1435, I--P-1 1435, K-L=7303, 1 K-7292 WEBS C 0- 202, H K,210, D-N---- I673, E M= 589, G L=-1388, C (N--,1307, P-M-,3228, G-M=1206, H L,451 0 NOTES (9) 1) Special hanger( s) or ottim noriwo'clion devwo(s) "hall I)a provided to support conce Grated load s) 385,01b down and 123 51b tip at 33-0 0 on top chord, and 1109.01b down and 355(A) tip at 20-8-12 on boilom (;hotd, The dooign/Solection of sm',11 spo.(,,ral connoc.tion dovi(-(,,(s) is the responsibility of others 2) 2-pry Irtjiis tobe connected together with 10d Common(.', 48"x3 ) Niiiis as follows, For) chords connected as follows: 2 X 4 1 row at 0-9-0 oc Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 cc. Webs connected as follows 2 X 4 - I Tow ,it 0 19 0 o(,, Special hariger(s) or outer connection device(_,) shall be provided sufficient to support (,om"ontlated oad(s) 385.01b clown and 123.51b III) at 33-0-0 on top and 1109,0(1) down and 355 61b LIP it[ 20 8 1P on ho!lom chord The dos!gn/seleclio'l of sw h slotc,.iiii connection dcvicc(s) is the iesponsibilhly of others. 3) Unbalanced loot hveloads havf3 boo, m,,,sFdomd ter [1 s do!-,( n 4) Wind ASCE 7- 9R, 11Gmph, !I 22fl, TCD1, - 6 Opsf, BCD L-6 Opsf, Cat,:oo,y 11, Exi, E3, oT,,:Ioso(j,MWFRS gable (,nd zone, eantilovei loft and right exposed end vertical tell J and right exposed,kiinher DOL-1.60 plate grip DOI-, 1,33 5) Provide adequate diamage to prevent water ponifing. 6) This truss requires, phlo impaction per lke Tooth Count Method Wh011 IIIIS b-LISS, IS Chosen for qualify assulanoo mspin.ctbll, 7) Provide mechanical connection ( by olhom) or tinsc; to bearing plalo, caipablke of willislanding 601 Ib uphill at joint 8 and 866 Ito uplift at joint 1 8) Sper,,mi hanger( s) or other conneclion dovir-,o(s) shall he provided sufficient to stippolt ("on('enlralod lcmd(s) 38504) down and 123,511f) tip at 33-0-0 on lot) chord, and 1109,01b down and 355 Ub tip at 20-8 12 on bottom chord. The designs e.ciicn of sm"It special connection devi(o(s) is the responsibility of oll"ets, 9) TrLJSS shall be fabrw.ated per ANSI,7PI 1 95 quality requuemonir. Plates shall t-j of size and typo shown and centered at joints unless otherwise, iolod Provide bracing where indir-ated and mihm 4" of intnror jntiits Bliiczng Indicated on Ihis sleet is to redcice buckling of m(fivrdun! members only and eves not op1a(-,o eroctio'l and perm neli! bra( -mg required far the overall building design Building Designer shall verify all design information on this shool for cmnkornlaneo wilh conditions and requiiernonis of [lie specific building and governing oodes, and ordinances. The truss designer a(,oeipls no responsibility lot the oorio(3tiiess oraccuracy ofthe design into[ [11,91 loll as it may relate to 'i specific building. Any lofunenc,.es to Job milm's and locations are lot administrative purposes only and are not riml of !ho review or oml,lwilion of the truss designe; LOAD CASE(S) Standard 1) Regular Lumber ltmroas,) 1 25, Plato Inmetac , 25 I-1111foml Loads (plf) Vert, A C--60 0, C-E=-60 0, E-1 i= 130 6), 11 J -60 r), B k! 20 0, K-r.1-43 5, 1-K--, 20 0 Con(3onlratiqd Loads (If)) ven, H-385 0 P- 1 109,0 Job Truss O!v Ply nmrg 2 Job Reforcrice, (optional) Universal Forest Products,inc., Bur'wrglon, NC 27215, Jeff Koir 5 100 s May 310 2003 Mi7ek Inditisl Inc, Tric Oct 07 16:14:55 2003 Pago 1 1-0-0 7-0-0 1 00 7-00 5x8 1 l,20 500 12 13 6 14 6 6, 14 20 0-0 26-5-2 33-0-0 6 5 2 6-5-2 6 6-14 3x6 O 3 10 M111r 3X6 -TUT W I f 20 40 0-0- Al ()p 7-0 0 1-0-0 Scale F c HD 13 aril_. W1 1A, 11 VP j"p wi 1rV2 W I TI A asy 5.1 TL20 5x7 TL20 2x5 Tt 20 rX6 -! 7-1-121 1 13614 - I - 120-00 7-1-12 6 5 ? 6 5 2 7x3 ':1,20 Px6 -, P0 126-5 2 1 32 10-4 6-5-2 6-5-2 P Offse tssets (X,Y), [6:0 3-8,0 2-1 1], [C 0 5-12,0 2 8], 11 7 5- 12,0 2 [1,0-2-12,0 0 1], [K:0-2 80 0 121, [M:0-4 0,0-5 0] LOADING (psi) SPACING 2-0-0 CS1 DEFL ri (Ioc) edefl L/d TCLL 200 Plata=s 111""reaso 1.25 1 c 093 Ved(I-L) 0 68 M 701 240 JCDL 10.0 Lumber Increase 1 25 BC 0,74 Veil(TL) 1,33 M 358 180 BCLL 0.0 Rep Skess, Incr NO Af B 0 (38 Horz(FL) 0,18 1 n/a ji/a BCDL 10,0 Cod(,FBC2001/7 P 12002 Matrix) LUMBER TOP CHORD 2 X 4SYP No,2 BOT CHORD 2 X 6 SYP No. I WEBS 2 X 4 SYP No.3 REACTIONS (!Wsize) B=3428,0 3 8, =3428 0-3-8 Max Hor,, B -,72(load case 4) Max UphftB --1001 (load case 3), 1--- 1044(load case 3) 2x5 T 1,20 4000 7-1 12 PLATES GRIP M1118H 195/188 TL20 245/193 Weight: 433 b BRACING TOP CHORD Structural wood sheathing directly applied, BOT CHORD Rigid coiling directly applied or 9-2-3 oc bracing FORCES (b) First Load Case Only TOP CHORD A 13,26, B C C 7977, C-D-- I I 117, D-E=-12308, E F- 12308, F G 12308, G-1-1-1 111 1 J -26 BOT CHORD 3-0=76'95, N O=7313, M N--I 111 17, 1-M lI1 7 , K L - 73 1,3, 1 K, 729511 WEBS C 0=343, H-K --343, 0 N--- 1398, F Ml --814, G L-`-;198, C-%,4 152, D M=! 30, G M,1305, Il L=4152 NOTES (11) 1) Special hanger(s) or other counochron device(s) shall be provided sufficient lo suppoil concentrated loid(s) 385 Olb down and 296 91b tip at 33 0 0, and 385 0T) Town and 296,91b up al 7-0 0 on top chord. The dosign/soflocion of such r-pecial conneclicii devico(s) is 1hr, rosponsibility0l others. 2) 2-ply truss to he conricicied togorier will-i I od Comrinon(. I 48"x3`) Nails as f0lows Top chords connected as, follows, 2 X 4 - I ;ow at 0-9-0 oc Bottom chords connected as follov,,,; 2 X 6 - 2 rows at 0-9-0 oc Webs connected as follows, 2 X 4 1 row at 0-9-0 oc Special hanger(s) or other connection dovice(s) sImIl be plovidod sufficient to support concentrated load(s) 385.011) down and 2196.911) tip at 33 0 0, and 385.0lb down and 296,9lb up at 7-0-0 on lop chord. The clesifjn'soloction of such spocial cou'reclioll device(s) is the responsibility of others. 3) Unbalafor this design.ncodroofliveloadshavebeenconsidered4) Wind: ASCE 7-98, 11 oniphh-22Q, 7 CDL-o Opsl, BCDt-6 Opsf Calogory 1, Exp 3coclosed,MWFFIS gable end zone, canNevor left and right exposed orld vertical left and night exposedlumber DO',- 1 60 plalo giq) D01-1 33 5) Provide adequate drainage to prevent water ponding, 6) All plates are M1120 plates unless otheivviso OdIfNited, 7) This tuisr; requires plato inspeclion per the Tooth Count Method when this flu,"s Is chosen for qw-thR, assurance inspection 8) Provide mechanical connection (hy others) of truss to bearniq plate capable, or willistanding 1001 Ib uplift at joint B and 1044 Ib uplift at joint 1. 9) Girder carries, hip mid with 7-0-0 end setback 10) Special hiin( cr(s) or other connection dcvwc(s) shrill be provided _sufficient to support concenkalml loadifs) 365 01b down and 296.91b up or 33 0-0, and 385 011) down and 296 ()It) up at 7 0 0 on top cl,ord -he dorigfi/sc!ec:ion of such special connection device(s) is the responsibility of others. 11) Truss shall be fahFicaled per ANSVTPI 1 95 quality requirement;. Plates shall be of size., and type shown and centered 11 joints irriless otherwise nolod. Provide bracing where indicated and within 4" of mtruior joints Bracing indicated on this shool, is to roduce, buckling of individual ' 110rr1t)0rS, Only and does not replace efeclio?i and polrn,111(?it bracing requiTod for the overall building design. Building Designer shalt verify all design ni!m vri ation on fts sheet for confornianco with conditions and requirements of the specific building and govorning codes and ordinances , Tito truss desqpIer accepts no imj)onsbility for the correctness or accuracy of the design Information as it way re!ato to a speclf,c building- Any refownces to );of) nameF and locations are for administrative purporoF only and are, not pall of lho review or certification of the his", "Josignof LOAD CASE(S) Standard 1) Regular: Lumber Incioase=-1,25, Plate lncreaso-H 25 Uniform Loads (plf) Vert A C- 60 0, C H --130 63, H J-= (iO 0, B -13 5 Concentrated Loads (if-) Vert; C - 365, 0 H, 385 0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No-, 53920063 Contractor/Job- 3514 EL.D Date Req:10/10/12003 Draw No:53920063HlB Jolb cuss mss 1 ype uly De ,'cx 0,imxjo,'3!) If C js,00 7 3, 53920063 tlic I 100F TRUSS lJoh or 1 or -al) Universal Forest Products,inc , Butrw9lon, NC 2-1215, Jett Kou 5100 s M iy30 2063 ',',lTek hidustnes, Inc, Tue Oct 07 1614 E,6 2003 Page 1 5-8 13 9-()-0 16 5 9 2;1 6-7 11-0-0 35 2-2 40 0-0 4;1 1 00 5 8 13 3-33 7-5-9 7 7-5-9 4-2-2 4-9 14 1-00 scar, z 1 -10 3"8 11 ,' 9 0 0 9-0-0 X10 tc`!M i,20 20-0 ') 11 00 Plate Offsets (X,Y)[D.0-3-0,0--2A!, jf`0-4 O,O 3 01, [(3,0-3 0,0 2 11] LOADING (pst) SPACING 2-0-0 CS1 TCLL 20.0 j Plates linclorlse 1.25 TC 0.51 TC[T 10,0 Lumber Increase 1 25 BC 0,92 BCLL 0,0 Rep Stress incir YES WO 0,44 RCDL 1 o 0 CodeFBC2001 /-T P 12002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No_2 POT CHORD 2 X4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/svo) 82-1657,0-3-8, I= 15,57/0 3 B Max Herz B--85(ioad case 4) Max UphtB : -295(load c isc 2), 1295(load caso 3) 30 - 1120 qx 10 M! i 181-4, 4000 11- 00 9-0-0 DEFL in t oc) l!dofl L/d PLATES GRIP Veri[( Li O.35 M >999 240 M I i 1 Bid 195/188 Vot t (TL) -1,05 K-M >453 180 TL20 245/1 93 H(,rz( TI-) 0,26 1 n/a rl/a Weight 187 b BRACING TOP CHORD SliUCtUtal Wood sheathing directly applied or 2-9-1 oc pudins, BOT CHORD Rigid coiling directly applied or 7-1-7 oc bracing, WEBS I Row at midpt E 0, F K FORCES (it)) - First Load Case Only TOP CHORD A R=22, B-C= 3180, C-D_-32,10, D E---- 3000, E F= 4159, F-G, 3003, G H-- 3253. 1-4-1 - 3495, I-J-22 BOJ CHORD B 0--3135, N-0-4059, M ld-4059, L-M_4057, K 1-4057, -K-3164 WEBS C O=-202, D O-MM, E-0=-1192, E id-,-148, F-M-150, F-K----I 188, G K H K-212 NOTES (7) 1) Unbalanced roof live loads have been ooilsjde!od for IN"; design- 2) Wind: ASCE 7-98 1 l0inphl li=22ft, Ops(, f3CDL-,((lpsfl Category f Fyp F., el](-'loSo.d:MWFi gable end zone: cantilever left and right exposed I end vertical left and tight exposed,Luint)o I rDOL=1,60 plato gi 1) DOL- 1 :Q 3) ProvKlo adequale drainage to provontwalei Ponding 4) All plates are MH20 plates wi;ess othorwse irdicalcd 5) This truss requires plate inspection per lho Toolh Comit Method wrinn lho truss !s ohm -,on for quahly ,assura cc rnspection. 6) PIOVO(l l-c(-,lChaPl0al Connecticii (by others) of truss to hearmc, plilo cafm[fle o' with Oar dny 295 it utoNt at oint B and 295 Ib uplift at joint I. 7) Tines shall be fahrcnted per AINS17PI 1 95 qua sty requiremrents. Plates shall be of sizo and type shown and contered at joint,; unless other -wise rioted Provide. bracing where indicated and within 4" of nii joints Blacing indicated on this sheet is to roduco buckling of ndwiduial Iner'llbors Only and does not replace erection and permanent t)racint) requirod for the ovctaffl bwlmng Building Design shNll vor!fy nit &si,gri inloini on lhi,; shoot for conformance with conditions and roquirenionis of the stomfic building and g"".Verllmg cocks and Tjje tray demmlef accepts no losponsii for the conroctness or accuracy of the design information as it may i6afc, to a spocific burding, Any rofoiences to jot) name" and locations are loradminigirative purposes only and are not part of the review or certification of the truss dosignor. LOAD CASE(S) Standard Customer No: 11045 Customer Name- CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL. D Date Req:10/10/2003 Draw No:53920063HlC Jot) ype r Cry il v Ontindo,3514 7 3, 539?0063 1 D Ir TRUSIS,-,,,,,,IM,,,x,,,,,-, Iob _ Rct'erE,. n,-, opi or-alt Univoisal Forest Frodow!s,Inc 3i(ok;)rjton, NC 272115, Joff Kerr 5.100 s May 30 2003 Mi] Ek Industries, Inc. Tue, Oct 07 16 1,1 57 2003 Page, I 11 0 t0 C, 8-6 1 -1- 01 17 0 01 2, 0 0 P19-0-0 3131-3 W 0_0 4:1-0 1-00 686 4-3-10 6 () 0 6 6-0-0 4-3-10 6-8 6 1-0 0 Sm, !e - 1 70 5xr, I L;It, 3X10 M11161 r 686 17 00 6-8-6 103 10 011ale disets Ix,Yy [DiO 3 0,0 2 4], [F:0-4-610-3-0], [G,0-3 0,0 LOADING (psf) SPACING 2-0-0 C51 TCLL 200 Plates increase 1 25 TC 0.49 TCDL 100 Lumber hicrease, 1,25 BC 082 BOLL 0.0 Rop Stiess Incr YES WB 0.31 BCDL 10,0 Co(JoFt3C2001fTPl2(102 t,,, a t! 1X) LUMBER TOP CHORD 2 X 4 SYP No,2 BOTCHORD 2 X 4 SYP No,2 WEBS 2 X d SYP No 3 REACTIONS ( Ib/qize) E3- 165 7;0 3-8, -1657/0-3-8 Max Hoo-z 13- 1 0000ad case, 4, Max Up11ftB-- -291 (load case Al). I291 (kvid caso 5) 5X8 T"A', 3x8 TL 20 6- 0-0 5, 6 -1-20 - 3XIONAMBH , 33- 3-10 40 01-0 686 DEFL in et,'.) lido!( LAI PLATES GRIP Ved( Lt-) 0,27 M N >999 240 %'1118H 195/168 Voit( TL) 0,92 K-M >520 180 TL20 245/193 m 7 (-T 0,21 n/a n `a Weight: 196 Ib BRACING TOP CHORD Slitictimpl wood shoa!hing directly applied or 2-10-15 oc purlins. BOT CHORD Rigid coiling directly applied or 9-5-3 oc bracing. FORCES ( Iti) - First Load Caso Only TOP CHORD A B--22, B C- 3525, C-D=-3,181, D-E-- XYM, E-F=-3383, F-&3383, G-H,-- 3481, H 1-- 3525), 1 J=22 BOT CHORD B-P_3 166, 0 P,2704, N-0-2704, M N,3383, L-M=-2701, K L 2704, 1 K,31 66 WEBS C-P_ 286, H-K --286, D-N,857, E-N= 363, E-M---I, F-M--363, G M 856, D-P-677, G-K-4377 NOTES ( 8) 1) Unbalanced roof ive loads havo been considered ior!lhis dosign 2) W'rid. ASCE 7 98, 1 10mph, li-22ft, -',CDL-6 Opst; BC`)!.. -6 Opsf, Cale(loiy It; Exp B, gablo end, zone_ can clever !off and right exposed end ve(fical Ioft and right mposed,Ltmnt)(ti DOL-1,60 plate (PIp DOL--,! 33, 3) Provide adoquatc, drammoi to prevent water poridmg I 4) Allplates are M11201)Wes unless otherwiso indicaled 5) All plates are, 3x6 TI20 unless othemiso indicafed- 6) This truss requires phIc, inspection per the Toolh Count method when 111II,s is chosen for quality assurmwe inspection. 7) Provido, mochanical connection ( by others) of truss to !roaring plate capable of williskmilmg 291 Ib upl,fl at jokil: B and 291 lb uplift at joint 1 8) Truss shall be fabricated per ANSVIIPI 1-95 quality requirement", plates, shall he of S,,e and typo shown and centered at joints unless, otherwise noted, Provide bracing whom indicated and wi! hm d" of interior joints Bmf, ... g Indicated On this sheet is to ioduce bucll!ing of individual members only and does not replace orection and permanent Lracmoj required for tho overall Lm;dmg des:gn Building Dosi( ' Wer shal! vc,:i!y alldesicin information on this shoot for conformance with conditions and lohe, quiremorits of tspecific building andgoverningCC(1,;s and Md1IMPCOF, Tho ir,)ss dc,;,gner accetils no responsibility for the coireclness or accuracy of the design mfoimallon as it may relatc, to a spec lic bmidwc) Any reerences to ,)b IMITIliS, al'd lm:itions are for ,dlmmls'rative purposes only ziii(J are not part of the review or Certification of the Irriss designee LOAD CASE( S) Standard ob I s ;s; I yp" eyy 539P0063 I i I POMMQN ur Un1V0rS,'1l FOrCS1 PrOdl;Cls,inc Brjtl,qjYon, NC 2-7215, Jeff Kot! 5.100 s, May30 200,f Millek Indusiries, Inc, Tuo at 07 16,14 57 2003 Pogo 1 1- 0 ! 0 7-1-3 13 0 0- 27 0 0 32-110-13 40 0-0 41 -0-0 1- 0-0 7-'I-3 51-10-13 14 (1 0 5-10 13 7-1-3 1-00 scale, - 1 70, 11- 0-3 20 0 0 28-11-13 1100-0 11- 0-3 8 1 1 13 B-11-13 11-0-3 i Offscils (X,Y) 1) 0 3 6,0-2 41, [FO 3 0 1 0 2- 4], [G:O 0 (a,O 0 12], 1 H: 06 - 6,6 0 21, tKiO 5 0,0-0-4] LOADING SPACING 2 0 0 CS1 DEFL III 10c) Vdof! L/d PLATES GRIP TCLI_ 20, 0 Plates Incrnase 1 25 Tc 01 59 Ve rl (I. L) -0 23 L 999 240 Mill 8H 195/188 TGDT 110, 0 Lumber lncrr zir;-r 1 25 FIC 079 Vort(TQ -080 B N 598 180 TL20 2451/193 OCU, 00 Rep Stress lncr YES W R 024 lorz,"TL) 020 H r"'a Wo B(',DL 10,0 C oi JeFBC2001 /TP 121) 02 Matrix) weig!IL 190 11) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheallmig directly applied or 2-9-7 oc puilins. BOT CHORD 2 X 4 SYP No,2 BOO CHORD Rigid coiling directly applied or 8 4 12 oo bracing WEBS 2 X I SYP No.3 REACTIONS (lblsizo) 13-1(;57i0-3f3,H I E>5 7/0 -3 8 Max Hou, B I 15(load case l) i Uplifffl - - 319(load case l), 1+_319(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13 B C=-3399, C D - 3039, F-G=-3039, G H-, 3399, 11 l=22, D E,2942, E-F-2942 BOT CHORD 8 N 3075, M-N=256-L-M_-2567, K-L,25(37, J K25637, 1! J-301"5 WEBS C N--- 41(',, G-J-4 16, E L,- 432, F L-476, D-L_ 4, 6, D N-5,,'!, NOTES (6) 1) Unbalanced root live load, have been c-,onsiderod for this dosifjn 2) Wind: ASCE 7-98; 1 10mph; h_22f, TCDL (3.0t)M, BCD(__- C, Opsl; Category 11, 1 B, (inclosed,MWFRS Tallo end zone, cantilever left and right exposed ; end vertical lolt and right oxpored, l DOL-1,60 plate. grip DOl_--1 33 3) Provide adequate drainage to prevent water ponding 4) All plates are M1120 pates unless olhomit;o mficato, 5) All plates are 2x3 TL20 uNess othe-vvlso im crated. 3) This truss re(limos plate it per fli, 100111 countkilhod when this truss a Jloseri for qLJ,'iNy asstmv_co mspechon, 7) Provide mechanical conno. CbOrl (by Of IRISS to hcarmc ' i pla!o, capabn of 319 1b ul of join! B and 31.9 to uplift at joint H. 81) Truss shall be fabricated per ANSI,_TPl 1-95 qualityeclLmnioenls Plate's Shall ho Of Size and type shown and centered of joints unless otherwise noled. Provide bracing where indicated and within 4" of interirnr]oints_ Bracing indicated or Ith Is sheet is toreduce buckling of u I( fividual members only and d0O3 not replace erection and permanent bracing roqujied for the Overall building design. Building Designer 0311 volify all design ilfornm!lon on this shoot for conformance with conditions and requirenionts of the specific i and governing code, and ordinances , The truss dosigneraccepts no responsibility for the correctness or accuracy of the design information as it nay relate to a specilic, building. Any i0eiences to job names arid locahons are for administrative purposes Only and are, not part of the review or certification of the truss designer, LOAD CASE(S) Standard Customer No: 11045 Customer Name- NiCEEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 L. Date Req: 10/10/2003 Draw No:53920063Hl E Job i ri,,ss lrlj s fypi 53920063 11 Universal Forest Producls,hic , Burhr-,glon, NC 27215, loft Ken 11"i Ceniex-Orlandn.:35 14 CJsliv 10-7 3 Job Reorer,ce ()p'lona,' 5, 1 Of 0s r0ay 30 2003 M Tok , nd ustri es, Inc. T ueOct 07 16 :14 58 2003 Page I 1 _ 0 7-1-3 1- 0-0 7-1-3 1500 25 00. 7- 10 1:3 10 00 3x 10 M i i 181 3,6 5 x 6 , L2. 11 7-10 13 5 "s - I M K J 3xP !L20- 3x6 i<v 310,V' 1181-1 11 03 1- 13 1 8-11 13 8-1 1-13 Plate Offsets (X, Y': JC 0-4 0,03 Oj ID,O 3-0 C) 2 11], [F 0 g 0,0 2-41, 0,0 3 0], 1-1 o o ,,o-cf 2fi, [!<,a 7, 6o c A LOADING fpsl) SPACING 20 0 CSI DEFL n (I o c) TOLL20-0 PlateF Increase 1.25 TC 0.72 Vetl(LL) 021 L >999 TCDL 10.0 Lumber Inc ease 1 25 BC 0.79 Vert 11,1) 07ffR N >614 B(A-L 00 Rep Stress incr YES W B 024 Ho rz (TL) 020 Hn/a BCDL 100 CoceFBC200 IfTP!2002 Matrix) 400.0 4 i 1 007-1-3 1-0-0 SCII, , 170: 5 5 x8 1 U) 2 40-0-0 11- 0-3 Lid PLATES 240 M1118H i8o TL20 Weight: 194 11) 3x 7 GRIP 195/ 168 245/ 193 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood shealhing directly applied or 2-5-3 on purlins. ROT CHORD 2 X 4 SYP No2 ROT CHORD Rigid ceding directly nIpplied or 8-2-4 on biacing. WEBS 2 X 4 SYP No3 REACTIONS (11,1;size) B -1657/ 0-3 8, H=1657/0-3 8 Max Hor,,. B -- 1:11 (load case 4) Max Uplh[113_31 7(load Case 4), H .317(load Case 5) FORCES (1b) First Load Case Only TOP CHORD A-13,22, C- D-3025, F-G - 3025, G-H-3421, 11 1 22, 1) E-- 2522, E F-2522 1301CHORD B-N-3I0o, M-N- 2375, L M-21375, K L -2375, J-K. 2375, rd J 3100 WEBS C-N-495, G-J= 495, E-L--212, F [-236, 1) L,236, D-N-J315, F J- 615 NOTES (7) 1) Unbalanced root live loads have been Considered [or ttlic design. 2) Wind: ASCE 7-98; 1 10niphh- 22ftl 1-CM --6 Opsl, BCDL-,C),OpsfCatocjoiy ll; Ext) B, onclosed,MWFITS gable end zone, Cantilever left and right exposed I end vertical left and right exposed,l-umbor DOL-1,60 plate ( pip DOI- I33, 3) Provide , adequate drainage to prevent water pondinq 4) All plates are M1120 plalos unless otherwise indicated, 5) This truss iecluires, plate inmpoc!lon per the Tooth Counf method When th!s iruss s choson for qualily assmanco inspection, 6) Provide mechanical cormecl(on (by olhers) of 111iss 10 bearmij 1,)!ate, capable of with standmg 317 it) up at )o:ri[ B and 317 lb uplift at joint H. 7) Truss, sloill be fahrtcaled per ANSITPI 1 -95 quality feqtwcmenls. PlalG-; shall be of size and typo shown and Centered at joints unless otherwise, noted provide bracing where indicated and w0wi 4" of inIorroi Jowes Bracing n( ficated on this shoot is lo roduce, buckling of ndividual members only and does not replace erection and permanent bracing rocpw?ed for the overall building design- Budding Dosignot shall venfy a!i design infomollion on this shoot for Conformance with Conditions and requirements of II'm spoc4ic building and clovoming codos and Ci(j;t1nCC(,,q -TIe 11nuss designef occopls no responsibility for the correctness or accuracy of the design infonnakon as it may rel;0e lo a spocific building, Any I (folonices in job r.ar'los aild locations are for only and are not part of the review or certification of the truss dosig nor. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req-10/10/2003 Draw No: 53920063HlF Job Truss Tmse Iwo r oly j,!y OrIando,3514 ChsVIO-7 3 53920(X53 IliG, Univer.,wit Forest Pioducls,hi Bwh!jfon, NC 27215, Je" Korr 5 100 F, May 3) 2003 %11T(,,k III(-, Trio Oct 07 16:14 59 2003 Page 1 00 71 3 1 13-7-2 1700 2300 26-414 32-10-13 1 00 7-1-3 65 15 3 4-14 0 3 4-14 6-5-15 O 20 F 13 5X8 N-20 LOADING (psf) TCLL 200 rCDL 10.0 I3CLL 0,0 BCDL 100 r11 5X10) Tt20 L K 30, '120 V 11 8H - 400 0 4i1 0 i0 7-1-3 1 00 Scale = 1,70 2x3 1 'A) Ty BI- 3.7 fI20 11 0-3 2000 28-11 13 4000_ 1 1 03 8-11 13 11-0-3 DiO- 4 0,0 3 01, [Eb-,30,0 2 4j, tF,0-3-0,0-2-411 G,0-4 0,0 1 1 0-0-6"ol0-1 o-o 6"0-o-171, L-o5-dlo 0 41 SPACING 1) 0 CS1 DEFIL 11rdofl L"d PLATES GRIP Plates Increase 1 25 TC 0.73 Vp:I(11,L) 0 21 r"! 999 240 B11118H 195/188 ijimhw Incroase 1 25 31- 0.78 Vprt(TL) 0 78 B 0 608 180 TL20 245i193 Rop Stress Incr YES 1V 13 0,25 1 lor7(TI-) 0.20 1 n!a ri/a Code) RC2001;1-P12002 Matrix) Weight i 206 11) LUMBER TOP CHORD 2 X4 SYP No 2 ROT CHORD 2 X 4 SYP No2 WEBS 2 X 4 SYP No3 REACTIONS (Ib!size) B 165710 3 8, 1-1657i0 3 8 Max Horn E 146(loadcase 4) Max UplifIR -285(lond case 4), 1, 285(load cnso 5) BRACING TOP CHORD Structural Wood sheathing directly applied or 2-4-15 on priflins, BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing, Except: 8-8-9 on bracing: B-O. WEBS 1 Row at nwipt G-M, D-M FORCES (h) - First Load aiso Only TOP CHORD A B 22, 13 C 34 13, C D-3029, D-E 21f 1, F G--21 Bl, G I i3023, 11-1 -3413, I-1-2,), E-F - 2204 BOT CHORD 8-0_3090, N 0-2499, %1 N-2,199, L M 2A,99, K-[ 249f3, 1 I< 3090 WEBS C 0-,A59, D 0 539, G K-539, H K - E M-582, F-M 82. G IM - 693, D-M,-693 NOTES (7) 1) Unbalanced roof hvo! oads gave been cons[dored for lhss design. 2) Wind: ASCE 7-98 , I IOITIJ)h, h--22fl. TCDL- 6,0psf: BCDL -6.0psfl Category11 Exp B, encIoscc,E1vVFRS gable endzone, cantilever left and right exposed , endvertical left and right expose Lijinber DOL-1, 60 plate gnp DOL-- 1 3,1, 3) Provide adequate drainage to prevent water ponfling 4) All plates are M1120 plates unless otherwise indicated. 5) This truss requires plate Inspection per the Tooth Court MoIlhod%ro/holl lhis Imss is chosen for quality assurance inspection, 6) Provide mechanical cormoction (by others} of truss 10 bo. ruing plate capable- of wit}sanding285 b uplift at Joint B and 285 lb uplift at joint 1. 71) Truss shalt be fabncaled per ANS1,,'TP1 1 -95 qualify reqmrornents, Plates shall he of size, and type shown and centered at joints unless otherwise noted. Provide bracing where indicated mid wthm 11" of interior jorils Bracing rndicaled on ibis shool is to r,)duce buckling ol ndlv;d;Zll nIernhers only mid does not replace orechon and Pennanent bracing required for the ovroall I'mild;Ing des,i Il BmIdIng shall verify, all des;( I,, 11-JommInn, on [his shoot for conformance with conditions and roqufToments of tho speclfIc building and gove' llm, ; codes and oidmances -Tho f;Iss designs acc,?I)II, no r(-poi-Irbility for the correctness or accuracy of the dc.,,i(;,,i Infornial'on as it niny ;elate to a specific building_ Any i0erences to jot) rIannoo and locations, are for purpose, only and are not part of the review or corlilication of the Truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTER HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/ 10/2003 Draw No-53920063HlG Jet) Truss Truss I Y;- ay y 53910063 Hill Universal Fc)r(,s[ Prodi)(1s,kic., Budmgton, NO 27215, Jeff Kei 1 51106 s May 30 2003 M il (,,k ii idusI nes, fire_ ic, Tu 0 Oct 07 1 6. 14:59 2003 Dag o I 1 0-0 7-1 3 13 7 2 19-00 21 0 0 26 4 14 32-10 13 40-00 1 0-0 7-'1-3 6 5 15 5 4 114 2-0-0 5-4 14 6-5 15 7-1 3 1 00 M 3x7 1120 0 N L K 30 TI-20 300 M I 11r1l I 3x6, 7 L"o 11 03 11- 03 2000 8- 11 13 5z1 " 11.20 28- 1 1-13 8- 11 13 3x6 - 1 L20 3XI0V' IF! i Plate oftsets (X,Y): [D0-4-0 Q 1 3- 0], - [E 0 3 0,0-2 d I ], [ F: 0-3 1 0, 0-2-4j, [G 0 1 4- 0,0 3 01, [H 0-0 6 1 0- 0. - 121 - [W 0 6,0 1 0- 2] [L:O 5 0,0-0 4] 40- 0-0 11, 0-3 LOADING ( psf) SPACING 2-0-0 CS1 DEFL n 10c) Adel Ltd PLATES GRIP TOLL 200 Plates Inc ease 1.25 TC 057 Vo:t(LL) 021 M >999 240 f`111118H195111 188 TCOL 110,0 Lumber ficioase 1.2 BC 0,78 Vert(TL) -0,79 60 >605 180 Tt 20 245 /193 BCLL 00 Rep Stress Ihicr YES VV B 0,28 Horz(TL) 0, 20 1 n ""a n,!a BCDL 10,0 Cod oF B ('200 1,7 I'D12002 Matrix) i WomghlC 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 29-12 oc purlins, BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 8-3 10 oc bracing. WEBS 2 X 4 SYP No 3 WEBS I Row at micipt G-M, D-M REACTIONS ( lblsr7e) B -16,57/03 8, ---1657/0-3 8 Max Herz B --161(lorld Case 4) Max Uphl[B--302(load case I), 302(load caso FORCES ( b) - First Load C-ase, Only TOP CF40RD A B- 22, B C--3408, C-D- 3C32, D-E---, 2153, F G--2153, G-1-1 3032, H-1- 3408, I-1-22, E-F=-i998 ROT CHORD B-0-3084, N 0-2509, M N._2509, L-M-2509, K-L-250q, -K--3084 WEBS C 0=-444, D-0=530, G K- 530, H K-414, E M---597, F M-597, G %1 779, D-M:7-779 NOTES ( 7) 1) Unbalanced roof live loads have been consideiod for !III,, design. 2) Wind: ASCE 7-98; 11 Ornph; h=221, TCDL6,Opsf; BCDI-- (3 Opsf, Calegoy 11, Exp 8, eii(-,!oseftj,1WFF)S gable end zone, cantilever left and right exposed ; end vertical loft and right , exf- rcsod,Ltimbor DOL- 1 60 plate g;:p DOL: 11,33 3) Provide adequate drainage to prevent water ponding 4) All plates are M1120 plates unless otherwise indicaled 5) This truss requiies, plate irispedrori Per the Tooth Count Method when th"s l u>s is cho,;er, for quality assurance inspection 6) PF0VId(1 MeGh,4111(,'al COM10clion (by othorM of trLJSS to bearing plate (Nipablo of withr*wding 302 Ib uplift at joint B and 302 ib uplift at)ow! 1. 7) Truss shallbefabricatedperANSVTPIIi5qualityiequiremoirlsPlatesshallbeofsizeandtypeshownandcenteredatjoints, unless otherwise noted. Provide bracing where indicaled and within 4" of interior joints. Bracing indmilo.d on this shoot is to redixe buckling of individual members only and does not io.plaGo erection and permanent bracing required for the ovfmil; t)w1ding desmln, DiflIdiml Dosign r shall verify al! "josign inform allon on this for conformancewith conditions and roquirements, of the specific building rind governing codas and ordinances. The litis's designer accopls no responsibility for the correctness or accuracy of the design information as it may rolato to a spocific braiding. Any rE.fv rcnces to Job rmr,os, and locations am, fm adrmm,!,,Aive purposes, only and are riot part of the review or Certification of the lrl;ss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 DrawNc,:53920063H1H Job mrs Oy y cpr(,x 0, ar,',,)/35, 14 C,sk,',o1 7Ii 5392)063 folh f)cference (optional) Universal Forest Burlington,It KerrNC27215, Jeff 5100 s Miry 30 2003 MiTok Indushies, Inc. Tim Oct 07 16,15:04 2003 Pa I 7 5-10 10 4-0 13-2 6 1-0-0 7 5-10 2 10 6 2-'0-6 x4 Ti ffi 3X5 1120 N3 Tt 5 CO c Plate Offsets (X,Y): [E,O 0 13,0 0-12], [F,O 1 6,0 0 2], [11:0 4 0,0 3-0] LOADING (psf) I SPACING 2 0-0 CS1 DEFL TOLL 200 Plates Increase 1.25 TC 0,19 Vml,LL" TCDL 100 Lumber Increase 1 25 3C 1) -17() Vorl(TL" BCLL 00 Rep Sires, Incr YES WE 028 Hcrtz,(TL) BCDL 100 i CodoFBC2001,`TPI2002 Mati ix) LUMBER TOP CHORD 2 X 4 SYP No 2 BOT CHORD 2 X 4 SYP No2 WEBS 2 X 4 SYP No 3 REACTIONS 13- 884/0-3 8, F=884!0 3-8 Max Her/ B -95(load case 4) Max UplifIB - 186(load case 4), F186(load caso 5), FORCES (If)) First Lead Case Only TOP CHORD A B 22, B C- I d72, C-D- 1152, D-En 1 152, C F,- 1472, F G- 22 BOTCHORD B H, 1263, F f I -, 1 2R3 WEBS C H--- 419, D H=864, E H- 419 NOTES (5) 1) Unbalanced roof live loads have been considered lot this design 2Y3 20, 1 F 20-8- 0 10-4- 0 20-8- 0 21 8-0 7-5 10 1-00 sc.alo - 1,36, 5 1120 In (loc) Aetl L /d i PLATES GRIP I 0, 10BH >999 240 TL-20 245/193 0,43 B-f-I >569 180 005 F n "a it ,, a Weight 85 lb BRACING TOP CHORD Structural wood sheathing directly applied or 4 6-15 oc puilms. BOT CHORD Rigid ceilmg directly applied or 10 0-0 oc bracing G 2) Wind: ASCE 7-961 10wph, h-22ftTCDL- 6,0psl; BCDL -6 Of),;[, Category l!, Exp B, oncloqed MWFRS WiNe end zone, cantilever left and right exposed , end verlical left and right exposed Lunitwr DOL -1,60 platri yip DOI— 1 33, 3) This truss requires plate inspo"! on pel I he Tooth Count Moll od ,when t h!e sass isclios en for quality ass,irrince nFpeclion 4) Provide mechanical connection ( by others) of t r uss to bearing Plate capalfle of whir si 186 lb ups Q rit joril, B and 186 lb uplift at joint F. 5) Truss shall be fabricated por ANSIi7PI 1 95 qualily requoeirionis, Plates slmli he of size and ype Shown and centered at joints unless other -wise, noted. Provide bracing where indicated and within 4'* of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does net replace erection and permanent bracing requited for the overall building design Building Designer shah verify all design 111foiniflion on 1111,; Sheet for conformance with conditions and requirements of Ihe specific building and govcfniny, r,,oder; and The truss de signer accq)s no responsibdity for the correctness or accuracy of the design information as if may tol"lle to a specifu-, oijildmg Any rolefences Sct joh -'aines, and ocmhol)s are for ndiTimiFtralivo, purposes only and are not part of the review or celfificalloil of the truss dnsi( nel LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTER HOMES LA DO Shop No: 53920063 Contractor/Job: 3514 EL, D Date Req:10/10/2003 Draw No:53920063T2C Job Trussuss Tr j sq -1 Y"-", C( -D —dc 3514 C Ts j O 7 .1Flyerox 539'0063 I riuss 4 fleVer-ce Universal Forest Pioducts,im, Burimolon, NC 27215, Jeff Kerr. 5, 100 s f,,1r3y 30 2003 Mi rok Indurines, Inc Tue. Oct 07 16:15 05 2003 Page I 1--100, 7510 1 7 5 10 s (X, ";D 10 4 (t 110 4-0 Plate Offsels (X,Y) [B 0-1 6,0-0-21, [E 0-0-13,0 0-121l IG 0 4 0,0-3 01 10-4 0 13 2 6 20-8-0 2- 1 () 6 2 1, 0 6 7-5-10 m LOADING (psi) SPACING 2-0-0 CS1 DEFIL TCLL 20,0 Plates Increase 1.25 TC 0.50 Voit(Ll-.) I CDL 100 Lumber Increaso 1 25 BC 0.71 Vort(T") BCLL 00 Rep sli-oss Infer YES WB 0.28 Hor7JI-) BCDL 10,0 CodoFBC2001 i7 P 12002 Mats X) LUMBER TOP CHORD 2 X4 SYP No-2 ROT CHORD 2 X 4 SYP No 2 WEBS 2 X 4 SYP No3 REACTIONS (lblsize) F,813/0 3 8, 3=886,0 3 8 Max Horn 8=102(ioad case l) Max UplifIF-1 30(lorid caso 5), B, 186(load rase 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=- 1477, C-D= 1158, D E- 1 159, E-F---1 IG4 BOT CI-40RD R G,--- 1289, F G - 1294 WEBS C C— 119, D-G-872, E-C,,,-- 426 20 8-0- 10 11-0 in to('.) 11/1,1,41 Lid 0,12 F-C, 999 2.10 045 F G x5 44 1 Ro 005 F lVa rl Ia SoW.,, - 1 36 1 3x5TL20 PLATES GRIP TL20 245,1193 Weight: 84 Ib BRACING TOP CHORD Structural wood sho.alhing directly applied or 4-1:3-10 or, purlins, 301-CHORD Rigid coiling directly applied or 10-0-0 oc, bracing NOTES (5) 1) Unbalanced roof live loads have, been considered for this design, 2) Wind. ASCE 7-98, 110mph: h-.22ft,TCDL-60[-,,1, BCDL=6,0psf1 Caloqn;y !I: Exp B, on(,Josedj,,1WFRS (Obleend zone; cari(ilever left and right exposed end vertical left and right exposed,Luinfeer DOL=l 130 plate grip DOL--1 33, 3) This truss inquires plate inspeclioi, per the Tooth coui-11 Method when this, tiuss is chosen for 4) Provide mechanical connection (by others) at truss to bearing Plate capable of Withstanding 130 !b uplift at joint F and 186 10 uplift at joint B, 5) Truss shall be falhrwated per ANSbTP1 1 95 quality requirements. Plalns shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing Where indicated and within d" of interior join[.,,. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing iecirmed for the oveml! huilding design Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specifir, t)m1(fing and gov":,firlmrl codes and oidmances The tiiis, dosl( nee accepts no lesponsibility for the conectness or accuracy, of the design information as it niayiielateto , spec,',c huNidim Any retmenre"; to joh 11-1111s amd locallons, ale, to, ndm[ms',a';ve pmposos only and are nol part of the review 0or cerlificanoli of the truss m desim, jLOAD CASE(S) Standard Jola - I msr russ T y-,(, - 1 o'y 1)yT F,1753920063 P00[ I f, J ,`; Univeisal Forest Piodw-,ts,lnc, burlmgtorl NC 27215, ff I"'c! 5.100 s May 30 20 100 7-0-0 1-00 03 MiTek IndtjsIno,;, Inc, J130 Cot 07 16 14 52 2003 Pnge, Swale - 1 1 A' D 3x4 -1 6-11-4 7-0-0 6-11 4 0-0-12 LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) /d1o0 ud PLATES GRIP TCLL Plates Increase 1 2506 TC 059 VeiULL) 11"a 11/a 999 TL20 245,193 TCDL 110,0 I-Liollier lncioaso 1.25 13C 0,22 Ve, l t (_T L.) 020 A >69 180 BCLL 0,0 Rep Stress Incr YES WB 0 00 J jot z(TL) 000 1 nia n"a BCDL 100 Codol`BC200 UTP12002 Matrix) Weight, 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. ROT CHORD 2 X 4 SYP No,2 ROT CHORD Rigid coiling directly applied or 10-0 0 oc bracing. REACTIONS (4)/slzo) C-1981/Mochanical, B-340,0 3 8, D- (38'Mcchwilcal Max Hoo, 3-11 46(load case 4) Max UphflC= 124(load case 4), 3-- 94(imid caso 4) FORCES (It)) First Land Case Only TOP CHORD A B--22, B C-62 BOTCHORD BD--O NOTES (4) I)Wind: ASCE7-H811.10i,,ip11;li--22ft,TCDE--(3,I)pF,fE3CD[---C)Opef:Category l!,Exl)B,enclose cl,MWFRSArable end zone; cantilever left and right exposed , end v(,,ilicalleft and rig lit expoFed, Lu it ihor DOL,11, 60 PI ala grit) it) 06L - 1, 33 2) This, truss jo(pikes lokile inspection per the Tooth Count Mothod When this truss is chosen for quality assuumco inspection. 1) Provide mooliank-ai connection (by others) of truss to bearing plate capable of valtislanding 124 It) uplitt at joint C and 94 If) uplift at joint B. 4) Truss shall be fabricated per ANSIrI_Pl 1 95 quakily rorilik oin olits . Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within d" of interior joints. Bracing amficarid On this ''wnt It, to reduce buckling of individual members only and does not replace erection and permanent bracing required for the ovlunli build1mg de tin. Build lag Des! it shall vor:fy all design n!oirrialiori on this sheet for conformance with conditions and retitmenionts, of Pic speclfrc huildm('J and govorning codes and ord-.anciisT!=o tills's designer accepts no rosporslbAhty for the correctrioss or accuracy of the design information as it may relale to a specific htlikliiiq. Any rofoiencet, lo job intimo and location, are for adrninisti alive Purposos, only and are not prW of the review or codification of the Iross, dosigner, LOAD CASE( S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req-10/10/2003 Draw No:53920063EJ7 Jor rur;; f'- ISri Yoe ot 1,;yy ce—l"ex 0?:a,,,dk,3 04 C/jsk,"ic, 13, 5392I?063 f J7A ROOF r f t ;ss r try) x Joh owa!) Universal Forest Pioducts,iric, burh,,id[on, NC, 27215, Jeff K 5, 00 rMay '10 2003 \iliTek ndw-,[nc T , Inc, TuoOct0716:153 2003 Pngo) 1 0011, 7- 0_0 1-0- 0 7-n-n E) k A E M 3 x 111, 10 20 240 LOADING ( psr) SPACING 2-0 TOLL 20- 0 Plates Increase 1.25 i TCDL 100 Lumbar Inceaso 1 25 BCLt- 00 Rep Stress Incr YES BCDL 10,0 Code1B-- 20011,TP12002 LUMBER TOP CHORD2XI SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 6-11-4 7- 0-0 4-7-4 0- 0 12 CS1 DEFIL in too) 1/rj('fl L"d PLATES GRIP TC 0,45 Vorl( LL) 0 11 B >274 240 TL20 245193 BC 0,35 Verl( Tl-) 0,31 A >39 180 VV 13 0,05 Hor7(TL) -0 09 D is n; I ,,i MzflleiX) Weight: 25 In BRACING T 01' CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD Rigid coiling directly applied or 10 0-0 oc bracing REACTIONS Nb,lstin) D- 80ZNIechamcau, E -3 Mecharilcai, F-5320 3 8 Max Horz F -I 46(!ond case 4) Max Uplift!) - -57(load case 4), F 7--2 1 O(Ioad caso 1) Max Giav D80(hoad case 1), E----37(load case 4), caso 1) FORCES (1b) - First Load Case Only TOP CHORD A B=21, B C -63, C-D- -72 BOT CHORD BF=O,F- F-O WEBS C F-: 347 NOTES ( 4) 1) Wind, ASCE 7-98; 11 Oinph: h-22ft ' TCDI-6.()sf, BCDL-6 Opsf, Category 11, Exp 31 onclosed,MWIFRS gable end zone, C"'InIfIrwor left and right exposed ; endvertical left T and right exposocurribei D0L= 1,(-)0 Plate grip DOL--I,33. 2) This truss roquims Plate inspection por the Tooth Count Method when this lroiss is chosen for qualify assurance inspection. 3) Provide mechanical connection (by others) of trurrs, to bearing plate capable of wish 0andmg 57 !b uplift at pint D and 210 Ib uplift at joint F. 4) Truss shall be fabricated per ANSIVI-P! 1 95 quality requirements plates shall be o a,ize, and type, shown and centered at, joints, unless otherwise noted. Provide, bracing where indicated and within 4" of interior JOITits Bracing indicated on this Sheet is to reduce buckhrig, of n(fividuat rcernbors only and does not replace erection and pornianent bracing required for the ovemli hudding design But wing Designer shall verily all despi iilfolmat[oil on this sheet for conformance with conditions and requirements of the spec',fic building and governing codes and ordinances, The to rjosglner accepts no respoosibil,ty for the correctness oraccuracy of the de -sign information as it may relate to a specnhc building Any references, to job nat'nos and oca)horir are for arlminis1ralive purposes, only and are not part of the review or certification of Ili(, Iruss dosigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req-10/10/2003 Draw No:53920063EJ7A uss I yf'o -!ex -,ndo,K)14 G/JsVlo 7-3lot) Tmss Oty Cp Odc 53fV0063 (,3,, Roof- 1 Ims's trTrr-iJob Fleiere-ce (opiinnari Universal Forrist Pinducts,1m; [onNCI 2`1 ri, Jcff K BurlvigOrrsMav 30f 200,? ,,IiT(,k rldusf!ios, Inc, Tij, Oct 07 16 14 511, 2003 Page I 7 70 0 A 5xf) 2- 4- 0 2-4- 0 Plato. Offsets ( X,y)-: JA:0 1 12,0 2 8] LOADING (psf) SPACING i 2-00 CS1 TCLL 20, 0 Plates lnc"case, 1 25 T C, 0,74 TCDL 100 Lumber licicaso, 1,25 BC 035 BCLL (M) Rep Stress incr NO WB 004 BCDL 10, 0 o d o F B C200 !( P120 0 2 atilx) LUMBERTOP CHORD 2 X 4 SYP No 2 BOT CHORD 2 X 8 SYP No2 WEBS 2 X 4 SYP No 3 REACTIONS C 3451IOlechanical, D-- 1 1091/0 38 Max Hol-7 C I I 5(IOR d CaIS(i 4) Max UphftC- 93(ioad caso 5), D.- 21 0(load case I) FORCES (lb) - First Load Cass Only TOP CHORD A-B==61 BOT CHORD A D:- 0, D E 0, C E--, 0 WEBS B-C=-206 20 f[,sO 11 Scale = 1.16. 11 E C 30- 1 L20 00 4- 8 0DEFL in Ioc) Udofl L/ d PLATES GRIP Ved(l L) 0,011 A >1123 240 TL20 245/193 Vort(TL) 0,06 A > 458 180 Hoi7(_TL) -000 1) rVa n/a Weight: 36 lb BRACING TOP CHORD Sfructural wood sheathing directly applied or 7-0-0 oc pudin's, BOT CHORD Rigid coding directly applied or 10 0 0 oc bracing NOTES (4-5) 1) Wind: ASCE 7-98; IlOmph, 1,- 22ft; TCDL--fi; Opsf, BCDII-6 Op,,;f, Categoy 11, Exi,,, B, enclosed,MWFRS gable end zone: cantilever left and right exposed ; end vertical left and right Pxposed ' Limitcii DOL=1 60 plate gip DOL--I 33 2) This tri i ss requires plate Inspection Per the ToothCount Molhod when this truss s chosen for quahty nssmance Inspection, 3) Provide mochas cal cmvieclion (by Ohms) of fruss, to flearing plate capable of will slandmg 93 Ito uplift at join; C and 210 111 uplift a[ joint D. 4) Truss shall bo fabricated per ANSVI- P! 1-95 quality requirer-nel F plater; sr,al.l be of si7o and ltypo shown and cmitmod at joints unless olhervviso. rioted. Provide bracing where indicated and within 4" of intonorjoints Bracing indicnIod on this "hoot is fry roduce txickhrig of individual members only and does not replace erection and porITIM1011f braGirlq rellUH10d for Ille overall building des idn. Building Desif;tim shall verify alldesign information on this, shocil for conformance with conditions and ioquirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the corroclness or accuracy of the design information as it may relato to a specific building_ Any i(Jerences to jot) namos s!1(1 locations are for administrative purposes only and are not part of the review or co,01I of the tiwy; designer_ 5) H28,R Right end may be allarhod to 2x6 So Pine BC of one or more ply pder Iruc-,s with Simpson HUS28 or eq. Follow Simpson instructions for installation LOAD CASE(S) Standard 1) Rogulai. Lumber;ncmaso-, 1 25, Plale Incroase, - 1 25 Uniform Loads (pIf) Veil, A-13-60 0, A-U 20 0, D E--,134 0, C F - 20 (1 Jot) Truss, T-,"Ss Typo 3, 53920063 1 U7 E%DJACK Tfqj-q 3 1 univema! Forest Products'Jinc., Buili ,q1on, NC 27215, Jeff Kell, 5, 100 s M,ly 30 2003 MiTok Inc Tue Oct 07 16:15,02 2003 Page 1 6 8 _ _ 5 -3 14 1-6-8 5 3-1,1 LOADING (psf) SPACING 20( TCLL 20,0 Plates Incioaso 1.2. TCDL 100 LUnnt)or lincieese 1 25 BCLI- 00 Pop Stress ricr NO BCD[- 100 Codef'BC200',_1 M2002 LUMBER TOP CHORD 2 X 4 SYP No 2 BOT CHORD 2 X I SYP No.2 WEBS 2 X 4 SYP No,3 9 ioll, 463 F F 20 R2^, 30 1120 5 3 I'd 99-5 5 3-14 4 5-7 CS1 DEFL 10c) 11def! L/d PLATES TC 044 Veit(L-L) 0 03 F G M-) 240 TL20 BC 042 Vort(Tt-) 0 09 F G 999 1180 WB 0 30Hor",(-T,L) 0 101 n"a n ia Matrix) Weiglit, 41 1b GRIP 245/ 193 BRACING TOP CHORD Slrucitjial wood sheathing directly applied or 6-0-0 oc pjrlirls. BOT CHORD Rigid coiling directly applied or 10 0-0 oc bracing. REACTIONS ( lb/size) B--435/0-3 8, E 3871/Mechamcal, D2431,,Iechamcal Max Horz B----1 86(load case 4) Max UphftB - 1 87(lowl case 2), E=-46(lond caso 4), D 165(lo3d ;aso 4) FORCES (ib) - First Load Case Only TOP CHORD A 6 --24, B C - 90 1, C D- 50 BOT CHORD B G--845, F G=845, E F--,,o WEBS C- G,1"7, C-F-905 00-12 NOTES (1) 1) Wind. ASCE 7-98; 1 10mph; h-22ft; TCI)[----(; (,'p!;fl BCDL=6,0psf, Category 11, Lxp B, crw1oso.d,MWFRS gable end zone., cantilever left and right exposed ; end vertical 10 and Fm th right exposed , Lumber DO1-,1 (O I*flo grip DOL=1,33. Too 2) Thistrussrequiresplateinspochorle !h. Count Method when this tRiss is choseri for quality assumirice inspection. 3) Piovido mochanical connochon (by othols) of buss 10 bearing pie mlp;lt.10 of wlihst9nding 187 11) uplift at joint 8, 46 1h uplift at joint E and 165 lb uplift at joint D 4) Truss shall be fabricated per ANSVT P1 1 95 quality ioqui,011lonts pialos shn!1 he of size and type shown and contored at joints unless othomiso noted. Provide bracing where indicated and within- 4" of mferior jomis. Brame o,ndicaled on this sheet is loreduce buckhng of individual members only and (fees not replace erection and pon-inanon( bracing requi;red for the ovom'!building dosign Building Desionei , qhd roqu4ernenis, of the specific building and qoverninq Codes and oidmances The imss, desigof accepts no tespollisibility for the coiiedness or accuracy of the design information as it may relate to a specific, bmid,ng. Any refoiances to job i'mil a locaalons are for adinimstiative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular Lumber Incioaso, 1, 25, Plale InGwase-71 .25 Uniform Loads (pIf) Vert: A B-60,0 Trapezoidal Loads (pit) Veit 8- 0 0-10 E-49,5, P -2 2 lo-D - 1 16 5 lot) i, ss I p jy y Cc-;ex-C. 539200633 HOOF TRUSS I 7 " Job nelerence, (optional) Universal Forest Prodirds,1ric-, Burlington, NC, 27215, Jeff Kel r 15 7 1 00 s May 30 2003 MiTok Industries, inc Tuo, Oct 07 16 14:52 2003 Page 1 7 -m-- 77 i,n n A-1 1.1 1 4 c, 3x4 -IL20 4-10 15 4-ill Ill 4-10-15 0 0- 12 LOADING (p,,f) SPACING 2 -0 - 0 CS1 DEFIL n 1cic" i'deft L"d PLATES GRIP TCLL 20,0 PlateF Increase 125 TG 027 Veit(I-f-) n ,1 1) ia 999 TL20 2451103 TCDL 10 () I Lumber Incroaso, 1,25 B(, 0,11 Veit(Tl-) 0,06 A >237 180 BCLL 00 Rep SlroFs Incr YES W B () 00 Hou,(TL) 000 c n/a n/a BCDL 100 CodeFBC2001/-1 P12002 Matrix) IX) Weight 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP C1 IORD Structural wood sheathing directly applied or 1-11 11 oc pudiris, BO T CI -LORD 2 X 4 SYP No,2 BOT CHORD Rigid coiling directly applied or 10 0-0 oc bracing. REACTIONS (WsFze) C - 135,Mechamcal, B=268/0 3 8, D=48,,Mcchamcal Max Hor,, B - 11 O(IOR11 GaSO 4) Max UpWIC, 8,1(load case 4), 13- 8(3(load case 4) FORCES t1h) - First Load Case Only TOR CHORD A-B,22, B-C--42 BOT CHORD B-D-O NOTES (4) 1) Wind: ASCE 7-9811 Olnph h-22H, TCDL,6 OpFf, BCDL---6 Opsf colpgoly 11, Exp B: Pm, :osed,m'NFRS gahle and zone, canlilover oft and right exposed I end vertical left and right expose d,LmTA,er DOI - --1 60 pla'c grip DOL _1 33, 2) 1 his buss require., piate, inspection fi`l the Tooth Count Method wh(it this trtls, is, chosen for flunlity asskjianco tnspectlo n, 3) Provide mechanical connection (by olh'ors) of kwys to bearing pl flo cnpnlb{e of willistanding 84 It) uplift at joint C and 86 11) uplift at joint B. 4) Truss shall be fab6calod per ANSVT PI 1 -95 quality oquirements, Plates shall be of wo and type shown and coill at joint, unless otherwise note(]. Provide, bracing where indicated and willim 4" of interior join(,. Bracing ndhcalled on lh's S1100 is to Induce buckling of mclividmal members only and does not replace OFOC1011 and permanent bracing required for the overail budding desiit,i, 'Buddim i gn Infor I DeFignorshallverityalldos!c -nalwl lonthis sheet for conformance with conditions and lequiro,rnenfs of the spoclhc budding and govnining rodes, mid mdmanco,; The designer acceptF no responsihilhty for the coiiectnesq or accuracy of the dosign information as it may rolale to a specifw budding Any rofomnc to job nam"s md rocatiocs alo for admlmslialive purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard I}: c O"y fl,y Ge Iox Or:' ,-,3' 5 14 Cr,jslx;,! 0 7 s 53920063 C73 P001 !RUSS mega-777 Universai Forest Produce;jnc , [3w,hiluton, NC 272,JOtf KeT-,-,,,r,,1--11._ r7-7—F j1). 00 F, May 30 2003 r jjjek Indus,i;os. Inc, Too Oct 07 16 14 522003 2-11-11 3,4 7 i, 10, LOADING (psl) SPACING 200 CS1 TOLL 20,0 Plates Increase 1,25 TC OD8 TCDL 100 Lumber Increase 1,25 BC 004 BOLL 00 Rep Stress lncr YES WB 000 BCOL 100 C000f`13020011r-f P12002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No 2 1307 CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C,69/ldochanjcal, 13--_194/0 3 B, D-26/Mechanical Max i 13,75(load case 4) Max UphflC_-41 load crise 4), B rtr(load case I) FORCES (b) - First Load Case Only TOP CHORD A B,22,B-C 21 E30-T Cr iORD B-D -,0 Page 1 Scnl, = 1:7 2 10-15 0-0-12 DEFL in 10c) 111doll L/,d PLATES GRIP VGO(L.L) n/a 11/a 999 TL.20 245/193 Vort(T[L) 0,00 B-D >999 180 Holi(TL) 0,00 C n/a fl/a Weight: 11 )b BRACING TOP CHORD Sirudural wood sheathing directly applied or 2 11 -11 oc purlins . BOT CHORD Rigid ce0rig directly applied or 10-0 0 cc bracing. NOTES (4-5) 1) Wind: ASCE 7-981 10"inph, li=22111 TCDL_,OOpsf; 3CD1_---G OpsfCategory 11, Ext) B, orw!os(,.d1MWFRS gable end zone; cantilever left and ric lit exposed ; end vertical ell and right oxposedLuirabe; DOL-n- 1 GO PlategpDOL1,33. '1 2) This truss requires plate hispoclion per file Tooth Count Willed when this Irtiss is chosen for quality -assurance inspection. 3) Provide mechanical connection (hy others) of truss to bearing Plate cal of W01slanding 41 lb uplift at joint C and 80 lb uplift at joint B. 4) Truss shall be fabricated per ANSIz7111 1-95 quality requirements- Plates shalt he of size and i shown and centered at joints unless otholoviso noted Piovido, bracing where indicated and within 4" of inferior joints, Bi acing indicated on this sheet is lo redijco buckling of individual members only and does not replace erection and permanent bracing roquired fos the overall huildwg dt:sig- Buildinqj Des gilor sha!i verify all design information or,, this r heot for conliormnnne with conditions and requirements of the spe"Ific, huild"Ig and governim(f codes and ordmancM3, 7'10 trIISF (!eM(jr)0rZ3CC0p!s ro responsibility for the conoctness or accuracy of the design information as, it may relahe to a specific br,,;1!d;iig m y mfornnces in lot? rimmes ocation., are foi adr-riin,sti,,,3,!V0 purposes only and are not [)art of the, review or certification of [ho truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTER HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 L. Date Req:10/10/2003 Draw No:53920063CJ3 53920063 cli i Ulnivemal Foresl Pimlucts,l,ic , Bm!ifgloii, NC 27215, Jeff Kerr uy ply Centex Or la, - n( - Jo 14 C I IsIJ<,' - 10 7- 1 3, C, i Jch Refe-ence (opflonal) 5,100 s May 30 2003 MiTck Industries, Ion, Tue Oct 07 16 1451 2003 Pagr, I LOADING ( psf) SPACING 2-0-0 TCLL 20D Plato; tncrE.ase 1.25 TCDL 10,0 Lumber hictease 1,25 BCLL 0,0 Rep Stress incr YES BCDL 100 Cod(,F[3C2001 =-P200,2LUMBER TOP CHORD 2 X 4 SYP No,2 ROT CHORD 2 X 4 SYP No 2 0- 0 1- 0-0 0- 11 0-15 0 1 1 -11 cb- 1 0 i 2 scal,, - 1 4 CS1 DEFL in loc) I'dell Lid PLATES GRIP 1C 0 06 ve rt ( L L) 11/a n; I a999 TL20 245/193 BC 0.00 Vert(TL) -,) 00 A >999 1810 WB 10,00 Hor7(-TL) -0.00 IS n/a nia Weight: 5 lb BRACING TOP CHORD Sliniclural wood sheathing directly applied or 0-11-11 oc pudins, BO- T CHORD Rigid coiling directly applied or 10 0 0 oc biacing. REACTIONS ( Ib/swo) B -- 133/0-3 8, f -9/Mochimrcal, C--0/Mochanical Max I lorz B -d4(toad once 4) Max UipliltB, 83(lond case 4), C,-- 4(load cast, 3) Max Grav B,, 133(load case 1), E--9()oad case 1), C -7(load case 2) FORCES ( lb) - First Load Case Only TOP CHORD A B, P 1, 13 C- 2(3, C D- 4 PUT CHORD B E,0 1) Wind: ASCE 7 98, 1 10mph h-221', ' TCDL--G Opsf; BCDL- 6.0psf; Category 11, Fxp Be, e enclosocAlWFRS gablezone, cantilever left and right exposed ; end vertical left m and rightexposed.Liilbor DOL=1 60 plate grip 1)01-1,33. 2) This truss requires plate inspection per the Tooth Count Method oil,en this truss s chosen for quality aFsumnce inspection, 3) Provide ri-im-hanical connection !by others) of truss to boaring )late capable of w0hstandmg 83 It) uplift W joint 8 and 4 1b uplift at joint C. 4) Truss shad be, fabricated per ANSITTM 1 95 quality Rates shall bo of s,,o and type shown and (,,entered at joints unless otherwise rioted Provide bracing where indicated and within 4" of ritemor ioints. Bracing indicatedu ion ThissheetistoroducebcklingofindivAtial rnembors only and does not replace erection arid 1 permanent bracingrequired for the overall building design. Build Des,gnm shall verify 0 dosign information on this sheet for conformance with condilions and requiremmils of Itio specific building and govornmg codes and ordinances. The Inca 's accepls no rosponml:Aily for the correctness or accuracy of the design information as it may relate to a specific building. Any references to ph na,-ncs and locations are for admiforal ivo purposes only andare not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job I ! i ss T _sS T" ;c Q!y y 7 3, 53920063 I MV2 Univoisal Forest Pioducts,l!ic., IF1001 ]IM111-1 IMME, =10, T, Bmh,,igron, NC 2,215, Joff Korr 7mr" I " v 5. 100 s Mny 30 1It Pe!mence (option,91) 2003 Mi T (*§r?1w9trms, Inc, Tue Oct 07 16 15 03 2003 Page 1 9- 14 ca Plate Offsets (x,_y) [9066164 1] LOADING g)H) SPACING 2-00 CS1 TCLL 20.0 plater; Increase 1.25 TC 001 TCDL 100 Limiloor Increase 1 25 PC 0,00 BCLL 00 Rep Sims,, Incr YES WB 0,00 BCDL 100 CodeF13C200-1/1 F)12002 matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No,2 WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) A-31/1 9 1 d, C-31/1 9 1 Max Horz A,= I 9(lond case 3) Max UpliftA-5(load case 4), C, 9(lcad casc I) FORCES (It)) - First Load Case Only TOP CHORD A-8-,9,BC=--23 BOTCl-40RD AC-0 sc, a ie, , 1 4.5 DEFL in loc) '(101 L/d PLATES GRIP Vmt(LL) ol'a n/a 999 TL20 2451/193 Voit(TL ) n/a n/a 999 I lou,(FL) 0.00 c Va (111a Weight 5 lb BRACING TOP CHORD Structural wood shealhing directly applied or 1 9-14 oc pin ins, except end verticals. BOT CHORD Rigid ceiling (firpcIlyapplied or 10 0 0 oc bracing, NOTES (5) 1) Wind, ASCE 7-98, 1, 10rnphl h_2211, TCD1-6 Opsf; BCDL -6 Opst, Category 11, Exp 13, enclos(,d;f,,lWFRS gables end zone, cantilever left and right exposed , end vertical left and right exposedt-umber DOL=I 60 plate grip DOL=l 33 2) This [Riss requires plate inspection per the Toolh Count Method when this truss is chosen for qualily assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Provice, mechanical connection (by others) of truss to beating plate capable of with 5 lb ulohft at joint A and 9 lb uplift at joint C. 5) Truss shall be fabricated per ANSIJPI 1-95 quality requ;rements, Plates Shall be of size and type shown and conlered at joints unless otherwise noled. Provide bracing where indicated and within 4"otit)leiiorjoirit, Bracing indicated on this shoot is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overa!I building design. Building Designer shall verity all design information on this shoot for conformance with conditions and requirements of the spocific bull(fing and govorning codas and ordinancos The tmy> fiesignoraccepts no rosponsibilily for the correctness oraccuracy of the design infomiation as it may reiato to ir specific, hm;dmg Any mforc),nices to job names and locat!ons are for administratire purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Jot) Q,,y Piy 14 C,,'j,,J 11 0 7 3 5392006-3 vVA ,MOFIRUS8 Univoisal Forest Pioducts,hic-, BuIlhi,t3fon, NC, 27215, Jeff Kerr 5100 - May 30 2003 MIT(* Induslines, lmc, Trio a,[ 07 16,15 03 2003 Page 2x,1120 3 9 1 d a 3-9 14 scale. 1 3X4 ILP0, 3-9- 1,1 LOADING (i SPACING 200 cSI DEFIL In lac) 1/dell L/d PLATES GRIP TOLL 20D Plates Increase 1,25 TC, 0.12 Vcit(LL) n/a 11"a 999 TL20 245/193 TCDL 10,0 !_umber Incease 1.25 BC 004 Veit(Tl-) rVa 111' 999 BCLL 0,0 Rep Stress nc YES VVB 000 Ho,,z(TL.) 0,00 c W va BCEL 10, 0 Cod(,FBC200l TP12002 Matrix) Weight 12 it) LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc. purlins, BOT CHORD 2 X 4 SYP No.2 oxcept end verticals_ WEBS 2 X 4 SYP No,3 BOT CHORD Rigid coding directly applied or 10-0-0 oc bracing REACTIONS tlb/si7c) A,-1 20/3-9-14, C----1 2013 9 14 Max Kw A- 56(load case 3) Max UlpiflA-- 2E( Ioad case 4), -- 32(load raeo d) FORCES (11a) - First Load Case Only TOP CHORD A- 13-28,BG=90 BOT CHORD AC- O NOTES (5-6) I)Wind: ASCE 7 98: 110mlphl h=22H1TCDL=6 Opf: BCDL-60psf, Catogoiy !I, Exp B, en,,1,m-,ed)r1WFRS Gable end zone, cantilever left and right exposed end vertical lr,fl and right exposed ,Limnboi DOL.,1,60 plate grip D0L--,1,33 2) This truss requires plate in,4)ection per the Tooth Count Method whon thIs, truss chosen) for quality askjranco inspection 3) GaNe, requires conlinuous bottom chord boaring, 4) Provide 1TI0CharI1G,'1I C. Oorlockon (by others) of trussto bearing pl;ito capable of 4vllhstanding 22 It) uplift at Joint A and 32 lb uplifl, at joint C. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates SfKA LQ 01 FIA'and typo shown and centered atjoints unless olhorwiso, noted, Provide bracing whore, Indicated and within 4" of interior joint,,;. Bracing ii1dicalod on this sheet is Io reduce buckling of individual wernbers only and does not replace, erection and permanent bracing requirod for the overall building dosign, Building Dosigner shnil vorify all design Information on this sheet for conformance with conditions and requirements of the specific budding and governing codes and ordinancoF, The 1!uss, dc'sigter accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any refeiencos, to jot) names an locations are for administrative purposes only and are not part of the review or certification of they truss designer. 6) LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10,/2003 Draw No:53920063MV4 Job Truss I russ T 'pe Qly F y C(-ex 7 53920063 [1001- T Ht 1!-S 7,,11 ""7 fle"'et onco (ol-lictnal) universal Forest Producls,ii,c, Burlington, NC 271-15, Jeff Koii 5.100 s May 30 2003 MiTek Industnes, [ric, Tun, Oct 07 16 15,04 2003 Pago LOADING ( psf) TCLL 20,0 TCDL 1O.0 BOLL 0.0 BCDL 10.0 0 2x3 Tt 20 ' Scale = 1,13 : 30 It 20 2x3 Tf 2' ):! I , " 1 5 9- 14 SPACING 200 CS1 DEED Rates Increase 1.25 TC 0.34 Veit(t'-L) Lumber Incroase. 1,25 PC 0,12 Vert(TL) Rop Stress Incr YES WB 000 Hoi-7(-H-) CodoFBC200 I,"1-P12002 Matrix) in ( Ioc) dwflf ud PLATES GRIP n/ a r1/1 a999 TL20 245193 n/ a n/a 999 000 c n/a n/a Weight 20 1h JLUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD ROT CHORD 2 XI SYP No 2 WEBS 2 X 4 SYP No,'l BOT CHORD REACTIONS ( it) size) A 200/5 9 14, C-20,01/59 14 Max Hors_ A-. 94(load case 3) Max Upfifl[A- 37(load case 4), C51(load case 4) FORCES (11b) First Load Case Only TOP CHORD A B-A6, B C--- 150 BOT CHORD A-C-,O Structural wood sheathing directly applied or 5-9 14 oc purims, except end verlicalq. Rigid ceiling directly applied or 10 0 0 or, bracing, NOTES (5) 1) Wind: ASCE 7 98; 1 10niph; It, 22ft JCDL 6,0pnf BCDL7-6,0p,,,f, Category 11, Exp B; encIorod,MWFRS gablo end zone; cantilever left and right exposed , and vortical left and right exposed.1-umber D01— I )o plats drip IDOL, 1 33, 2) This truss require plate inspection Per the Tooth Count Method when this tills's is chosen for qua!ityassulance nspoct;on' i 3) Gable requires, continuous b0110M (3110id rIM! r;? 1 g, 4) Provide mechanical connection (by others) of truss to bearing plat(' capabkof withstandfing 37 Ib uplift it joint A rind 54 Ib uplift at joint C. 5) Truss shall be fabricated per ANSVTPI 1 -95 quality m(pmemorils. Plates simit be of size and typo shown and centered d jousts unless otherwise rioted. Provide bracing whore indicated and within 4" of interior joints. Bracing indicated on lhis t-,hoet is to rodime buckling of individual members only and does not replace erection and permanent bracing required for the overall building doFtgri. Building Dosiqnor shag verify all design information on this sheer for conformation with conditions and requirements of the specific building and governing codes, and ordinances- The truss designer accepts no responsibility for the correctness or accuracy of the design inform"1011 as it may rclato to a specific building. Any references to job names, and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Tess Truss 1 -) pe o y I, V Cv,,'ex (X.,irdo;35 14 C"skil 0 7 :3 53920063 V,1 R Mots) 1 2 10 20,63UniversalForeslfProdtict's, !tic., Btirhr,,.rjIoi1, NC 272i,,,, %IiTek Industries, ric. TUO Oct 07 16:15 02 2003 Pago, I 1-00 5-5 10 1-00 5-5-10 3 (Y1 I 3 4 lt20 9-4-0 3-10-7 Scale - 1 17 ! 2x3 TL20, E 5xif TL20 9 2-8 9T4 9-2-8 0-1-6 Flat(, Offsets (X,Y): tB 0 JE:Ed( jo,0-2-4] LOADING (psf) SPACING 2-0-0 CS1 DEFL n loc) ;deft LAJ PLATES GRIP TOLL 20,0 Plate, Incrcase 1,25 TC 052 Ver!(LL) 0,02 B-E >999 240 TL20 2,15,193 ICDL 10 () Lumber Incioase 1 25 BC Ode Ve! 1 (T1-) 0 23 B E >4- 17C) 180 BC1-L 0,0 Rep Stress Incr YES WB 01,7 t ioiz(TL) 001 E r.la ri'a BCDL 10,0 Codef`BG200 1;'T P12002 Matrix) Weighli 39 11) LUMBER BRACING TOP CHORD 2 X d SYP No,2 TOP CHORD Struckiial wood sheathing directly applied or 6-0-0 oc pwlinF, except BOT CHORD 2 X 4 SYP No 2 end vmhcals. WEBS 2 X 4 SYP No.3 BOT CHORD rigid direr tlyApplied or 10-0 0 oc bracing. REACTIONS (blsrin) B 435/0-3 8, F-357/0 1 8 Max Horn B- I 08(load case 3) Max UpIJIB - 134(load case 2), E 85(load cacao 2) FORCES (b) First Load Case Only TOP CHORD A B =1 3, B C= 660, C-D -- 12`1, D-E-82 BOT CHORD B E--615 WEBS C E =- 555 NOTES (6) 1) Wind- ASCE 7-98, 110niph; h--22fl, TCDI.—G.Opsf, BCDL (),Opsf, Category 11; Exp B, onclosed;MWFRS gable end zorio, cantilever left and night exposed ; end vertical left and rightexpored,l-unit)er DOI-l (30plate grip DOL-1,33, 2) This truss requires Plate inspection per it,.(, Tooth Count Method when the truss ss chosen for quality assurance inspection, 3) Bearing at joint(s) E considers parallel to gram value using ANSI I -Pi 1-199, lngio to (rain forr-nula Budding designer should verily capacity of bearing surface, 4) Provide mechanical ccn,,rro0!on (by others) of truss to boarmij pate at jomI(s) E 5) Provide mechanical Connection (by ollhois) of truss to hoaring pate capab!P of wiVistandwg 134 11) uPlifl, at joint B and 85 lb uplift at joint E. 6) Truss shall be fabricated per ANSI/Tt'l 1 -95 quality requirements- Plains shall be of size and type shown and centered it joints unless otherwise noted. Provide bracing where indicated and within 4" or interior joins. Bracing indicated on this shoot is to reduce buckling of individual members only and does not replace erection and permanent bracing roquired for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requiminents of tho sroo,cific building and governing codes and ordinances. The iruss dosigilel accopis no responsibility for the correctness oraccuracy of the de -sign information as it may relate to a specific budditig, Any reforpricris ro joh narims n!'d lo<aahons are for administrative purposes only and are not part or the review or Certification of the, truss designer, LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.ate Req-10/10/2003 Draw No053920063M4B Job Trues buss -1 Y-'(" ky Cc 'ex-o 14 C3/sKI/ 0 7 3. 539P0063 V 4 A VO%0 TPCJSS 21 1 i Jot,, Refercncn (cpiional) Universal Forost Pmducs,lw', , Bwhygton, NC 27215, Jeff Karr'5 100 s M;iy 30 2003 P,101-ok ndus rics, inc, Tue Oct 07 16 15,02 2003 Pago I 100 1 7-0 0 1- 0-0 7-0-0 Sca! e - 1,13 300 1 P F3' 6- 10-8 Plate Offsets-- X, Y) B:O 0 12,0-1-61 LOADING ( p"r) SPACING i2 0 0 CS1 DEFL in (to(,) Edell L/d j PLATES TCLL 20.0 Plates Incroaso 1 25 TC 0.58 veil(L"-) n a - n/a 999 TL20 TCDL 10,0 LUMI)Or 111CF03SO 1,25 BC 021 Vorl(TI-) 0,18 A >75 180 BOLL 0.0 Rep Stress ln(i YES WB Q O HorzjL) C) 00 D rVa r I /H BCDL 100 C ad e FB C 2 001,T P 2 0 , 0 2Mainx) Weight: 25 It) LUMBER BRACING TOP CHORD 2 X I SYP No 2 TOP CHORD ROT CHORD 2 X 4 SYP No 2 WEBS 2 X 4 SYP No 3 ROT CHORD REACTIONS ( lb/sizes) B -343,0-3-8, D-:262/0 1 [3 Max Horn B- 82(1oicl cm-,o:;) Max 15(load case 2), D 61(load caso 2) FORCES ( ib) - First Load Case Only TOP CHORD A-B---13,BC'--39'cD1I95 ROT CHORD B D=() f) 2Q it o H 0- 1 8 GRIP 245/ 193 S! rudural wood sheathing directly applied or 6-0-0 oc pullms, exc end V0111cols Rigid coiling directly applied or 10 0 0 oc bracing. NOTES ( 6) 1) Wind: ASCE 7-981 i 1 Omph, h-,22ft, TCDL 6 Opsf, BCDL=6 Opsf, Calegoiy I: Ext) B; 0ndosod,SlWFRS gable and zone: carillevor left and right exposed I end vertical left and right exposed.Lumbor DOL=I 60 plate gnt) DOL-1,33 2) This truss requires, plate inspection per!ho, Tooth Count Method, wren this truss Is chosmi for quah!y assurance inspection 3) Bearing at joint(s) D consider's parallel to gmin valueusing ANSVI-PI I - 1995 angle to gram formula. Buc(fing d< signer should vonly capacity of bearing surface- 4) Provide mechanical conno("'tion (by others) of truss 10 bearing plate nt joinl(s) D. 5) Provide mechanical connection (hy otiols) of truss to bearing p4fle cnpable of willislanding 115 lb uplift at joint B and 61 lb uplift al joint D. 3) Truss shall be fabricaind per ANSI/1-PI 1 95 quakily mquimmerits, Plares shall be of size and typo shown and contomd at joints unless ollicivvise noted. Piovide, bracing where indicated and within 4" of interior joints Bfacmg indicated on this shoot is to mduco huckling of indmdual morobers only and does not replace erection and permanent brace g reqwmd for the overall EU11(1111g design Building Dost,,.wershall verify all design infor[narron on this shoot for conformance with conditions and requirements of 1he specific bUildmg and govommo coddles and ordmarice The tzi)qs dos_ gncr accepts no rospons: bility for the correctness oraccuracy of the design i[IfOITTNI110ri as it noy roia!e ro a spechc bm'(fing Any references, to job namos a,d locations are for administr,,itive purposes only and we not part of the review or cert4rcation of tho truss, designer. LOAD CASE(S) Standard P Ce-,- 35 14-Czisk"O 7 3jobT uss ss T yp, 0 Q'y y .e x 153920063 M (311" 4 M 0 T PI J I Job Refe rorce (option, 1) r7 nivoisal Fotoot Plodocts,ilic BuiIii, lon, NC 27215, Jeff Korr -5100 s May 30 20103 MiTok Indusinos, Inc Tuo Oct 07 16,15,03 2603 11;iqe 1 1 - 0-0 00 1- 0-0 7-0-0 9x4 11,20 Scale - r 1 1) G 10 8 7,00 6 10 ()-1 8 LOADING ( psf) SPACING 2-0-0 CS1 DEFL n oc" !"dofl L/d PLATES GRIP TCLL 200 Rates Increase 1,25 IC 021 ve 0, (L n a I'a TL20 1913 TCDL 100 binibm Inc ioaso 1,25 1 13C 009 Vc,)r[(TL) 0,04 A >339 180 BCtA- 0,0 Rep Stress Incr YES WB 004 Hor,,(TL) 0,00 E ri/a 11/a BCDL 1 (0 Codof`BC2001/71 P12002 f"l af11 x) Wei( fit: 263 la LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing djje(,.Ily applied or 6.0-0 oc purijils, exce, BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No 3 BO-T CHORD Rigid coding directly applied or 10-0 0 oc bracing. OTHERS2XelSYPNo.3 REACTIONS ( Iblsiz(,) B 23W-f-0 0, E- 23,17-0 0, F dOV7-0-0 Max Hor, B-B2(load caoe 3) Max LJl)I!ftB- 83(load case 2), E- 23(locd case 1), E97(load case 2) Max Grav B, 230(load case 1), Ea7(lcad case 2), F--4(,. (load case 1) FORCES (lb) First Load Case Only TOP CHORD A B-13, B-C-42, C D- '11, F-E,-15 BOT CHORD B-F=0, F `=O WEBS C- F= 297 NOTES (8) 1) Wind: ASCE 7-98; 1 10minh, li-2211; 1(-,Di--6 Opsf, BCDL=6.0pst, Category 11, Exp B, (,nc1oscd1MWFRS gable end zone, cantilever left and right exposod end vertical left and light oxjPosodTr)rnI,)(-,r DOL 1 60 plate grip DO[----1.33 2) Truss designed for wind loads in the plane of the tniss, only. 3) All plates are 2x3 Tt-20 unless otherwise, indicated. 4) This truss requires plate inspection per the Tooth Count Method when th!s truss a chose,,, for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc, 7) Provido mechanical connoction (by others) of tiuss, to bearing plalo capable of wilhslan&ig 83 Ib uplift at joint 8, 23 1b uplift at joint E and 97 lb uplift at joint F. 8) Tr,, i,,s shall be fabicalred firer ANSVTPI 1 95 qua icquiroments pla:es S!Iall be of S17,0 and type shown and centered at prits, unless ollionwise noted. Provide bracing where n( fica[ed and within 4" of interior joints. Bracinr I indicated wl this sheef Is to;oduco buckhmg of indmdijal membefs only and does not mplace erection and pernianont bracing required for the ovemil bmIding design, Buildiml Deslgner shaill V01ty a11 dOSIgrl inforraraation on this shoot for conformance with conditions and requijoniorils of the specific budding and governing codes and Ordinances, The filiss, designer accepts no responsibility for the coi-FOCIlloSS or accuracy of the design information as it Inay n*flo lo a spocilic buildim Any (eforences to job nanios, and location, we foradmillisliative purposes only and are not pad: of the review or certification of the truss designer. LOAD CASE( S) Standard Customer No.- 11045 Customer Name, CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL. D Date Req:10/10/2003 Draw No:53920063MGE4 40-0-0 19-7-8 3-1-0. 17-3-8 CE) Co Cil O OLT C-9 c PLUMBING DROP LOCATIONS SHOWN c, ARE APPROXIMATE. ADJUST TRUSS cu SPACING AS NECESSARY TO AVOID PLUMBING DROPS. 20-8-0 F T7 CUSTOMER NAME: NOTES: THIS DRAWING IS THE PROPERTY OFCENTEXORLANDOrqUNIVERSAL / SHOFFENER LLC, AND IS NOT TO DE z 0 USED FOR ANY PURPOSE DETRIMENTAL TO THEPROJECT: Q) 3: i] tD w5 to INTEREST OF UNIVERSAL ( SHOFFNER L.L.C. THIS DRAWING MUST 8 USED IN CONJUNCTION3574FLOORWITHALLOTHERTECHNICALDRAWINGSSUPPUEDZ?ND BY SHOFFNER INDUSTRIES. INC. MO 'BRACING DATE: 03-26-03 WOOD TRUSSES: COMMENTARY AND RECOMMENDA- NONS" AS PUBLISHED BY THE TRUSS PLATEQUALITYPRODUCTSFORQUALITYBUILDERSSCALE: N.T.S. INSTITUTE FOR INDUSTRY STANDARDS IN ERECTING TRUSSES, (TPI) IS LOCATED AT 583 D-ONOFRIO DR. REVISION: DATE! 8 SUITE 200 MADISON, VA 53719 REVISION: DATI-:- 9 ( 608) 833-5900 q A, I UNIVERSAL FOREST PRODUCTS SlI0FFNFT, LLC. 5631 S. NC 62 PHONE (800) 476-9356 OURLANGTON, NC 27215 FAX (336) 226-9403 ROOF 'TRUSS LAYOUT "D" N.T. S. CUSTOMER NAME: NOTES: THIS DRAINING Is THE PROPERTY OFCEORLANDOQzWSHOFFENFRL. UNIVERSAL SN.- L C. AND IS NOT TO BE Z ANUSEDFORANY PURPOSE DETRIMENTAL TO THEPROJECT: rw co U INTEREST OF UNIVERSAL / SHOFFNER L.LC. TE . tTTHISTHISDRAWING MUST BE USED IN CONJUNCTION3514DROOFWITHALLOTHERTECHNICALDRAWINGSSUPPLIED BRACINGBYSH.FTNER INDUSTRIES, INC, .11 EA 3-03 11001 IISSIS: C ... E.AlY .11 RECO..lNDA- 03-03 HONS' AS PUBLISHED BY THE TRUSS PLATE 1 '70 QUALITY PRODUCTS 5 QUATliY BUILDERSSCALEEN'or]SEE INSTITUTE FOR INDUSTRY STANDARDS IN ERECTING TRUSSES (TPI) IS LOCATED AT 583 D'ONOFRIO DR. REVISION: SUITE 200 ISON, WI 53719 REVISION:(608) 833-5900 UNIVERSAL FOREST PRODUCTS S110ITNER, LLC. 5631 S. NC 62 PHONE (800) 476-9356 BURLINGTON, NC 27215 FAX (336) 226-9403 4' both duct to roof cGp- W/Fan-kight 3' bath duc to roof cop W/fan fix 3,0 TON W/l0KW @240V IPH 18x13 P(en 22xl4 rad platform by btdr H 3' bath duct to roof cap Fan r-TV7 dryer wall cup 1 PH SECOND FLEUR PLAN FIRST FLOOR PLAN ILY11 fn Ile 1 Pus W r-v11LINA1RATH mu,--E nave a "nu-tum clearance of 4 Inches around the air handler per thState Energy code. All duct has an r=6 insututic)n value. Scale 3' both duct to roof cop w1ran S\ E c- ti U) m C1, z y) w W 't C-D Q) CD 1 42X42 A[CSLAB BY BLDR MI N X I- 2' FROM W. LL E I ---A I (Y) LIJ x CD Ld zRating z 0 U) z CE W D 0 - D m ONE By VOOD BUCK BY OTHERS CAULK BET.JEEN u(h,,DBV FLANGE jOOD BUCK s Tucco BY OTHERS RIGID VINYL GLAZING BEAD l/Iw (TYr,) IE 7 GHT) CAULK BETWEEN WINDOW/ FLANGE & PRECAST SILL V/ VULKEM 116 ADHESIVE CAULK, OR AF)RV'D EQL- PERIMETER CAULK BY OTHERS CAULK BETWEEN B "d CONCRETE OR ,,iooD BUCK & (BUCK WIDTH) MASONRY OPENING MAS'Y. OPENING INSTALLATION ANCHOR BY OTHER.S BY OTHERS ONE BY \,/GOD INS 3/16' DIA TAPCON BUCK By OTHERS 1-1/4* MIN EMBEDMENT RIGID VINYL SHIM AS PCO'D 1/4' MAX: SEE NOTES) GLAZING BEAD INSTALLATION ANCHOR (TYP.) 3/D6- DIA TAPCON Q SHIM AS REo'D- 1/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS T YR.) SCE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE bVINDO',l FRAME xx— SILL PRECAST SILL 17 BY OTHERS i NOTES -'ESE(tiTION A -A 1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR MAX ALLOWABLE SHIM STACK TO BE 1/4-. D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE- 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINOOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM III, ADHESIVE CAULK OR APPROVED EQUAL, 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H. EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D, 1 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS, 3) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY- 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #3 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD 6UCK- 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIESSINGLEHUNGS- GLASS TYP.)( SEE NOTES) 1- 1/4- MIN. EMBEDMENT STUCCO BY IITHFRS FLANGE TYPE wINDO'./ FRAME JAMB CAULK BETWEEN WINDOW FLANGE --'-PERIMETER WOOD BUCK CAULK BY OTHERS W W. 41NDO' d 1r11DTH) CAULK BETWEEN i[] OD BUCK & — MAS' Y. OPENINI'i BY OTHERS SECTION E3--B CONCRETE OR MASONRY OPENING BY OTHERS w 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 -3/8- MIN, EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. m TAIDCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD -LOCATIONS IN JAMB 7,, 4 1 IS' TO 7 SIZESIZE30psFT:0:4_T_ OPSF- 30PSF TO 40RSF 41PS,- To 70psF 2 18 1/ 8 X 25 F,G F,G I F 13 18 1/5 X 37 3/8 a 8 G F'G 14 18 1/ 8 X 49 5/8 8 9 F,G F,G 145 ]a 118 X 55 1/4 8 8 F,G F,G 15 18 1/ 8 X 62 8 8 F.G F,G 16 la 1/ 8 X 71 B B F,G F,G.Hj 17 18 8 G X 83 8 8 F,G F.G,J,K 1 2 25 1/2 x 25 S e F'G F,G IH3 25 1/ 2 X 37 3/8 B a F,G F,G 1H4 25 1/ 2 x 49 5/5 R a F'G F,G,H,l IH45 25 112 X 55 1/4 6 B F'G F.G,H,l IH5 25 1/ 2 A 62 B 8 F,G F,G,H,l IH6 25 1/ 2 X 71 g 8 F,G F,G,Hj IH7 25 1/ 2 x 83 B B F,G,j,K 36- 1/2 —. 26 29 1/2 x 25 30 1/2 x 38 3/8 219 112 X 37 3/8 6 6 F,G F'G 30 1/2 . 50 5/8 29 1/2 X 49 5/8 S B F,GF.G,H) 30 1/2 - 56 1/4 29 !12 X 55 1/4 B 8 FG F,G,H,l 30 1/2 . 63 29 1/2 X 62 B 8 F, G F,G,H.l 30 1/2 . 72 29 1/2 X 71 B B F.G,H,l F,G,H,i 30 1/2 x 84 29 1/2 x 83 H 6 F.C,J,K F,C,j,.v 22 36 X 25 23 36 X 37 3/8 F'G F' G 24 36 X 49 5/8 P F,G F,C,H,l 245 36 X 55 1/4 3 8 F'G F,G,Hj 25 36 x 62 8 8 F.G'Hj F,G,H,l 26 36 X 71 B 8 F,G,Hj D,E,F,G.Hj 27 36 X 83F,C,j,K 42 x 26 _ 4 —Ix 25F,G F,G,Hj 42 . 38 3/ 8 41 x 37 3/B 3 6 42 . 50 5/ 8 41 X 49 5/8 8 F,G F,G,H,l 42 . 56 1/ 4 41 x 55 1/4 B B F,G,H.1 F.G,H,i 42 x 63 41 x 62 B e F,G,Hll D,E,F,G,H,l 42 x 72 41 X 71 B 8 F,G,H,l 42 x 84 41 x 83 F,G,J,K F,G,H,I,J.K 47 X 25 F,G x 26 F.G,Hj 43 . 38 3/ 8 47 x 37 3/8 A'c F, G F,G F,(,-, H,i 48 A,C 4,'- . 50 5/ 5 47 X 49 5/8 A,' 4P x 56 1/4 47 x 55 1/4 B A,C F,G,H,l F.C,,H,i 45 x 63 47 X 62 8 A.0 F,G,HII 0,E,F,G,H,I 48 x 72 47 X 71 6 A,C F,G,H.1 84 47 X 83 R a F c K D, E F F.0 32 52 1/ 8 X 25 A,C F'G 33 52 1/ 8 X 37 3/8 g A,C F,G F.G.Hj 34 52 1/ 8 X 49 5/8 8 A,C F,G,H,t F,G.H.1 C, H,.l 345 52 1/ 8 x 55 1/I 4 A,C F,G,H,l O,E-F,F'G'Hj 0,E.F,G.Hj 35 52 1/ 8 X 62 A,C C 71 6 A36F.G,Hj 0,E.F.0,Hj 52 1/8X , I F.G.J,K 0,E,F,G,j,K.J,K 37 52 1/ 8 X 83 19 37 SIZE NOT A',/A!LAeLE- IN 1000 OR 1500 SE:RjES T--, T T T-\ F] T--)S INTERNATIONAL, INC EXTrIlUL) r-\. DA I FLOF-) IT) SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS SERIES 1000 1500 200C DRAWN BY: BB I- [_APPROVEE BY: 0 IDATE I C1/0 761SCALE: N T S DWG.: FLEX0016 PREPARED BY PRODUCT APPLICATION FNGINZERINC. INC- 250 INTERNATIONAL FKY., 'SUITE 21 O. HF-AiHROIN, FLORIDA 3-746- PHONE 407 805-0365 FAX 407 805-035F CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR 8 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT INSTALLATION STUCCO BY OTHERS CAULK BE WINDO SHEATHING SHEATHING BY OTHERS BY OTHERS 11 SE11.710N A -A I' MIN EMBEDMENT WINDOW WIDTH SHIMSHIM SPACE TWO By ,;DGDF' B Y OTHERS TWO BY WOOD SHIM AS REO'D, STUD BY OTHERS SEE NOTES) SHIM AS REQ'D. SEE NOTES) _B .0 III MINNAME" EMBEDMENT 4 MAX # GLAZING {TYP.) SEE: NOTES) SHIM SPACE y1114 SHEATHING BY OTHERS GLAZING (TYP SEE NOTES) FIN TYPE WINDOW FRAME HEADER I TYPE NDO'/ FRAME 14APSILL SILL STOOL BY OTHERS TWO BY WISED BY OTHERS MiN EMBEDMENT 24, O.C. MAX_ (TYP.) WINDOW HEIGHT F—WINDOW7A EQUALLY SPACE ANCHORS (TYP.) MAX TYP.) 6- MAX, (TYP.) E LEEVATI 0 N VIEWED FROM EXTERIOR CAULK BETWEEN FIN TYPE /INDO',-/ Flii WINDOW FRAME 4 SHEATHING IAMB PERIMETER INSTALLATION ANCHOR CAULK #E3 WOOD SCREW BY OTHERS STUCCO BY OTHERS SEEICTION B-B NLc__)TE_s 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4", 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF I" INTO WOOD BUCK- 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMES 5) USE SILICCI,1i7ED ACRYLIC CAULK FOP, PERIMETER SEAL AROUND EXTERIOR10R OF WINDOW FRAME 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTiTY LISTEO WITH NEXT LARGER SIZE, 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS- 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORiDA ETRUCERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS_ REV DESCRIPTION DATE INI T T INTERNATIONAL, INC. FLUORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/#8 SCREWS SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, 2000 DRAWN BY: APPPOVED BY: DATE: 12113/01 SCALE: N. T. S. JDWG.:FLEX0026 SHT I OF 2 PREPARED 3Y: PRODUCT & AP"LICATION 32-74(. PHONE 407 805-0365 FAX 407 805-0366ENGINEERING, !NC INTERNATIONAL PKWY., SU17E 250, H.EAThdRC./, FLORIDA INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN HEAD & SILL EACH JAMS CALL WINDOW SIZE SIZE uP TO 70 PSF uP TO 70 2024 23 1/2 X 27 1/2 2 2 22030231/2 X 35 1/2 2 32038231/2 X 43 1/2 2 32040231/2 X 47 1/2 2 32044231/2 X 51 1/2 2 32050231/2 X 59 t/2 2 2060 23 1/2 X 71 1/2 2 4 2070 23 1/2 X 83 1/2 2 4 2424 27 1/2 X 27 1/2 2 22430271/2 X 35 1/2 2 2438 27 1/2 X 43 1/2 2 3 2440 27 1/2 X 47 1/2 2 3 2444 27 1/2 X 51 1/2 2 3 32450271/2 X 59 112 2 2460 27 1/2 X 71 1/2 2 4 2470 27 1/2 X 83 1/2 2 4 2824 31 1/2 X 27 1/2 2 2 2830 31 1/2 X 35 1/2 2 2 2838 31 1/2 X 43 1/2 2 3 2840 31 1/2 X 47 1/2 2 3 2844 31 1/2 x 51 1/2 2 3 2850 31 1/2 X 59 1/2 2 3 2860 31 1/2 X 71 1/2 2 4 2870 31 1/2 X 83 1/2 2 4 3024 35 1/2 x 27 1/2 2 2 3030 35 1/2 X 35 1/2 2 2 3038 35 1/2 X 43 1/2 2 3 3040 35 1/2 X 47 1/2 2 3 3044 35 1/2 X 51 1/2 2 3 3050 35 1/2 X 59 1/2 2 3 3060 35 1/2 X 71 1/2 2 4 3070 35 1/2 X 83 1/2 2 4 3424 39 1/2 X 27 1/2 3 2 3430 39 1/2 X 35 1/2 3 2 3438 39 1/2 X 43 1/2 3 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 X 51 1/2 3 3 3450 39 1/2 X 59 1/2 3 3 3460 39 1/2 X 71 1/2 3 4 3470 39 1/2 X 83 1/2 3 4 3824 43 1/2 X 27 1/2 3 2 3830 43 1/2 X 35 1/2 3 2 3838 43 1/2 X 43 1/2 3 3 3840 43 1/2 X 47 1/2 3 3 3844 43 1/2 X 51 1/2 3 3 3850 43 7/2 X 59 1/2 3 3 3860 43 1/2 X 71 1/2 3 4 3870 43 1/2 X 83 1/2 3 4 4024 47 1/-2 X 27 1T2 3 2 4030 47 1/2 X 35 1/2 3 2 4038 47 1/2 X 43 1/2 3 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 x 59 1/2 3 3 4060 47 1/2 X 71 1/2 3 4 4Q70 47 1/2 x 83 1/2 a 4 m INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN HEAD & SILL EACH JAMBCALLWINDOW SIZE SIZE uP TO 70 PSF uP TO 70 PSF 12 ia 1/8 x 25 2 2 3 13 18 1/8 x 37 3/8 2 3 14 18 1/8 X 49 5/8 2 31-45 Tj la 1/8 X 55 1/4 2 is 18 1/8 x 52 2 4 4 16 is 1/8 X 71 2 17 18 1/8 x 83 2 2 IH2 25 1/2 x 25 2 IH3 25 112 x 37 3/8 2 3 3 IH4 25 1/2 X 49 5/8 2 3 1 H45 25 1/2 X 55 1/4 2 4 IH5 25 1/2 x 62 2 4IHS251/2 x 71 2 4 IH7 25 L/2 X 83 2 ----------- 30 1/2 x 26 29 1/2 X 25 2 2-- 3301/2 x 38 3/8 29 1/2 X 37 3/8 2 3 30 1/2 x 50 5/8 29 1/2 x 49 5/8 2 3 30 1/2 . 56 1/4 29 1/2 X 55 1/4 2 4 30 7/2 x 63 29 1/2 x 62 2 4 30 1/2 x 72 29 1/2 X 71 2 4 30 1/2 . 84 29 1/2 X 83 2 36 x 25 3 23 36 X 37 3/5 2 2 3 24 36 x 45 5/5 2 3424536X551/4 25 36 X 62 2 4 26 36 X 71 2 27 36 x -81- 2 42 . 26 41 x 25 3 42 x 33 3/8 41 x 37 3/8 3 3 3 42 x 50 5/8 41 x 49 5/8 3 42 - 56 1/4 41 X 55 1/4 3 4 42 x 63 41 X 62 3 4 42 x 72 41 x 71 3 4 42 x 84 41 x 83 3 48 x 26 47 x 25 3 48 . 38 3/8 47 x 37 3/8 3 48 x 50 5/8 47 X 49 5/8 3 3 48 . 56 1/4 47 X 55 1/4 3 4 48 x 63 47 X 62 3 4 48 x 72 47 x 71 3 4- 48 x 84 47 x 93 71 — 2 32 52 1/8 X 25 3 3 33 52 I/a x 37 3/8 3 3 34 52 1/8 X 49 5/8 3 3 345 52 T/B X 55 7/4 3 4 35 52 1/8 X 62 3 4 36 52 i/a X 71 3 4 37 52 1/8 X 83 3 m N DATE INI T T INTERNATIONAL, INC, XTRUDEF) SE'A EXFLORID n SANFORD, FLORIDA TITLE: INSTALLATION ANCHOR CHART - SOL. HUNG FIN WINDOWS - SERIES 1000 , 1500 & 2000 DRAWN BY: BB 771APPROVED BY: DATE: 11 I ./ . 1 SCALE: NITSFID5-WG-: FLEX0026 SHT 2 OF 2 woo S,,, jAMB CTYP) WOO S H jAMB TTYP 42 X 1/2 SELFF TAPPING SK N T B T T TAPPING SXS MIT 0 ok -A --A, 1 Tum MULLION 1000 s H, jAM3 (T 00 AS x 1/2 SEW- TAPPYL SMS NQ SEALANT BETWEEN 41N00\W FLANGES WIMN uP t, X 1-1/2 SEV FAPHNG SMS E X 4 X 1/8 TUBE MULL !ON loco JA H 3 T, an' 2 X 1/2 SEV TAPPING SM-7 L 13 ET %4 E: EN 8 X 1-1/2 SELLF APPING SECTjG.,` 1 X 2 X 2/9 TUET SYLLIDN' 2 X 1/2 SELF" TAHING SAS 1 X 2 706 x 312 TUEE VIALIDN SEL_ TAPPING SK: WNDEW FLAMES maA TIN TAPPING SmS SECTION A, --A Q 1 X 7iF m li i T,7N8 X i/2 SELF TAPPING SKS, Wo N.C S WAI014 TAPPING SMS 1001 Sit --- jANIB CTYK) 4s x 1/2 SEL7 TAFPTNO sms W. FLAMES M LMN SO4S ITYP.) MEWEE? FRONA EXTETOR IQ E) 1, 1 C, - 01 CDETAK Cc T AN' X P NS' L L 7 J, i TYPTAL MUL0091 TO CONCRETE 15 HLAIE-7) D E 74,_-L CD-) r- DATRIATON ANWOR S: LL CLIF ggk I I /A' M _,N. C H ERSW W! JAW p; A WHEN RVARED' c]) E A T INTERNATIONAI, INC A R_S)UDERS 171,011110A T1 SANFORD, FLORIDA VANGE. SVEIE-'-!- 1 OF 2_1ITITURSWER 1000/115030 F S S iKEE OTHER SKIDE (\SHEET 2 Di2) F1011Y CCTTIES DRAWN BY!" AI&H, ROVED BY: ANK T1 A T7 / 1 S C A VP T D WC, I VF I El SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES CAPACITY CITY CA CAPACITY CAPACITY Y CAPACITY i CAPACITY CAPACITY ;CAPACITY CCAPACF; CAPACITY CAPACITY i CAPACITY :CAPACITY CAPACITY CAPACF; 1 X X3/8 2X4X3/8 CA 3/81 X2 7/1 6X3/8 lX4X1/8 lX4X1/8 X3/8 lX2 7/IEW/S IX2 7/16Xl/8:lX2 7/16X UBE MULL TUBE MULLWINDOWIX2Xl/8 1 IX2X3/8 IX2 JUBE MULL T WINDOW i ILL TUBE MULL 'TUBE MULL ; lx2xl/8 JUBE MULLJUBE MULL 'TUBE MU NCHORS 6 ANCHORS6A CALL TIP -TO -TIP I TUBE MULL TueE MULL TUBE MULL JUBE MULL ORS 4 ANCHORS 6 ANCHORS 4 ANCHORS TUBE MULL TSB 2 ANCHORS 4 ANCHANCHORS1 5)SE CT. A-A(6) i SECT. A-A(6) SECT. A-A(7)- i 4 ANCHORS ANCHORS 4 ANCHORS 1 SIZE SIZE 2 ANCHOR SECT. A-A(3) SECT. A-A(4) SECT. A -A 4 SECT. A-A( ,SECT-A-A AU2 SECT A-A(2) SECT. A-A(3) S SECT. _-A I SECT. A7iSECT. 11187.7211187.72 732.42 .81 11187.72 -7 1.81--- 732.42 336 52 t79 336 52 692.83 336.52 19 1/8 X 26 1336.52 732.4212 740.20 .493.47 740.20 '740.20 209.72 456.46 493.47 209.72 429.55 209.72 456.46 13 lig 1 /8 X 38 3/8 209.72 1317.66 9.12 539.12 152.75 193 539.12 359-41 53 92 152.75 271.83 359.4 14 il 9 1/8 X 50 5/8 131.23 1,131.23 152.75 177.46 1319.55319.55 460.17 1479 33 479.33194.97135.81127.29 112-7.29 135.81 139-09 145 119 1/8 X 56 1/494.13 '94.13 2 1423.03 423.03 119.85 136.64 '282.02 423.03 282.0 89.21 97.48 97.48 15 19 1/8 X 63 :65.97 365.75212.62 212.62 296.98 296.98 90.09 90.09 158.81 58.81 131.79 184.08 i 184.08 294.0316191/8 X 72 143.49 43.49 131.79355.84 55.84 36.4S i 36.45 .39.83 9.8 3 17 19 1/8 X 84 26.96 126.96 E 1927.781927.7 8 618.52 1927.78572,13 618.52 --- 572.13 262.87 1 BIZ 26 1/2 X 26 262.87 'i 572.13 262.87 541.20 262.87 i 557.41 i371.61 1557.41 i 557.41 343.74 157.93 343,74 371.61 239.21 i 157.93 323.48 157.93 11-13 6 1L/2 X 38 3/a-i 157.93 i;399.53 399.53399.53 1266.35201.45 266.35 113.20 143.71 113.20 2 X 50 5/8 97.25 97.25 113.20 i 131.51 339.42 i 353.55235.70jT4235.70 353.55 102.59 100.17 1143.81 169.43 i 93.89 93.89 100. 17 IH45 6 1/2 X 56 1/4:;, 69.43 12 7.10 1236.83 1207.10 310.6.5 i 310.65 88.01 100.34 --------------------------- - 71.58 11-15 26 1/2 X 63 48.44 148.44 65.51 65.51 t7l.58 i 155.44 1155.44 217.11 1217.11 8 165.86 ------- 267.3 46.98 11-16 26 1/2 X 72 3139 131.79 42.99 142.99 46.98 165.86 t 95.93 133.99 1133.99 1214.0295.93 26.53 126.53 128.99 128.99 !40.64 140.64 1 19.6211-17 26 1/2 X 84 !19.62 1765765 ;510 765471 75 1510 175216.75216.75 471.75 71216.75 1471 i 37 X 26 216.75 1471.75 i i t -- : 22 .57 i 431.36 1287.57 1431.36 1431.361287 - ----- 122.2-2 ----'F266.00 1122.22 122-22 185.12 122.22 250.32 t 4-- 23 P7 X 38 3/8 i200.86 301.29 1301.291200-86 1301.29 85.36 9917 185.36 108.37 85.36 1151.91 24 07 X 50 5/8 i 73.34 173.34 254.07 1264.64 264.64 107.65 176.43 ; 176.4374.98 t70.28 74.98 76.7970.285 !7 X 56 1/4 51.97 151 97 i 176.06 153.96 i 230.94 2 424153.96 1 '48.70 '53.21 53.21 65.43 74.59 25 37 X 63 36.01 36.01 48.70 197.41 48.62 48.62 114.76 14.76 131.61 160-30 A34.69 26 37 X 72 23.47 23.47 31.74 31.74 34.69 70.36 98.27 198.27 156,97170.36 119.46 i 19.46 1 *2 E :29. 21: 81121.2614.392737X84 14.39 t 450-85 676.28 :1450.85 676.28 1676.28 19 1. 61 Itl 7,94417.0461t394.49 191.61 3:2 53 1/8 X 26 191.61 347.25 4.1 4 2 1-50 347.25 !231.50 347.25 98.38 4201 .51 9 8.3 8 214.14 8.38 98.38 1149.02 47 11-54.00 1231-01 3 1/ 4.Do ;231.01 i83.09 65.45 56.23 65.45 76.04 5 45 T 231.01 34 3 1/8 X 50 5/a, 56.23 0.23192.22 133.48 1200.23 120 56.71 81.44 i 133.48 53.17 153.17 156.73 158.10 345 3 1/8 X 56 114, 39.32 !39.32 i 1172.63115.08 1172-63u5.08 i 131.6055 .76139.78 39.78 148.91 26.92 126.92 36.40 36 0 35 53 1/8 X 63 - 1118.41 1145.8284,77 ------------------- 35.92 184.77 97.21 125.62 i 35.9 223.45 23.45 125.62 3 -771.78 j71.78 I 120 8165.3 1/8 X 72 - 1-- l 7.34 17.34 21.77 1,51.39 14.21 14.21 115.53 15.53 21.77 i --L: --------------- 37 1 53 1/8 X 84 10.51 10.51 INTERNATIONAL, INC VERTICALSERIES1000 & 1500 FLANGE FLORIDA EXTRUDERS SANFORD, FLORIDA Y 8 r7 1 4 - 2- 11 14-1 MULLION DESIGN PRESSURE CAPACITIES L Sl iNr RE S E RTSHEET2OF2ERT --L V1 NVEJL NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON BYAPPROVED BY: DRAWN : -27 FASTENERS REQUIRED AT EACH END. r. SCALEP ! I DWG.: 1 V IM B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X DATE:'0 l 9P, --- r 0_ SHEATHING - BY OTHERS STUCCO — OF SIDING BY OTHERS PERIMETER CAULK BY OTHERS 47, 7 vi-I SLIDING GLASS DOOR FRAME SILL SHIM AS RE'Q'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING 0 INSTALLATION ANCHOR 43 SCREW T\.10 BY 1,/00D BY OTHERS 1/4' MAX. LSHIM SPACE 1-1/8, MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOP HEIGHT EMBEDMENT 1-1/4' MIN. Z" 1A 1 LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA, TAPCON SECTION A -A IDOORWIDTH —7 SLIDING GLASS DOOR FRAME JAMB TEMPERED CLASS T Y P.) PERIMETER7 CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE Twit BY WCICD i - p S1-1/e MIN. By OTHERSHc EMBEDMENT SLIDING CLASS HOOK STRIP SHIM AS REQ'D_ SEE NOTES) iNSTALLAT ION ANCHIOP 8 SCREw SHEATHING BY OTHERS TEMPERED C STUCCO (T y P,) OR SIDING BY OTHERS EXTERHIR ELEVA-1 1EIN 2 PANEL DOOR SHO%N SLIDING r.1 INTERLOCK INSTALLATION ANCHOR H00K STRIP D'c___TAIL m ULK BETWEEN 10K STRIP 1EATHING 1-1/3' MIN. EMBEDMENT ti= I) DOOR MATERIAL ALUMINUM ALLOY 6083, 2) #8 INSTALLATION SCREIJS MUST BE (IF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO 'WCUD, TAFCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH To ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE- 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR, 6) IF EXACT DEEP SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED -41TH NEXT LARGER SIZE, FOP THE APPROPRIATE DESIGN PRESSURE REQ*D, 7) FOR ROCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE: & CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHCRS, 114 FRONT OF HOOK STRIP AS SHOI./N, 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS 9) DOOR UNIT IS, APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS 10) JAMB / SILL CORNER, ARE TO BE SCALED lilTH A SMALL JOINT SCAM SEALER, 11) SHIM AS PEO'D. AT CA, SET OF INSTALLATION ANCHORS MAX, ALL(I'WABLE SHIM STACK TO BE 1/4', 12) ALL INSTALLATION ANCHORS MUST BE MADE OFF CORROSION RESISTANT MATERIALS 13) './HERE -x' REPRESENTS MOVING PANEL AND 01 REPRESENTS FIXED PANEL - APPROVED CONFIGURATIONS ARE All LISTED ON ANCHOR CHART ON BACK OF THIS SHEET, 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOItJN ON THIS DRAWING, H&.CVER INSTALLATION SECTIONS 'A -A, 'B-B' & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOI N THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES- DATE INI EXTRUDERSFLINT, INC. SANFORD FL TITLE: SLIDING GLASS DEAR iNSTALLATION WITH #8 SCREWS DRAWN BY: 3B APPR OVED BY: AT E-112/17/01 SC ALE_- NTS IDING #:FLEX0027 SHT I OF PREPARED B- PRODUCT & APPLICATION ENGENCERING, INC.. 250 INTFRNATIONAL PKVY., SUITE 250, HCAIKRQW, FLORIDA. 32746, 407-605-0:65 FAX 407-905-0368 NOMINAL DOOR SIZE AND CONFIGURATION 4068 XX, OX, XO 5068 xx, ox, XO o(,e XX, DX, XO Kee xx, Ox, X0 10068 XX, 0 x- I —X0 5080 XX, OX, XO 6060 xx, OX, xO 8080 xx, Ox, xcl 10080 xxL OX, X0 50100 xx, OX, xO 6010() xx, ox, XO 80100 x X, Ox, X 9069 oxcl 12068 OX0 15068 OxO ox9-0a 0 11 12080 Oxcl 15080 OXII 90100 1-1x0 120100 OX0 9068 xxx 12068 XXX 15068 XXX 9080 xxx 12080 xxx 15080 xxx 90100 xxx 120100 XXX looee OxxO 12068 Oxx(l 16068 oxxo f- ooso ox x 0 12090 OXXO U` u 16080oxxo L' "" 100100 oxxO 120100 L-, oxxo 3 160100Oxxo10068 xxxx 12062 A' ' u, xxxx 16068 xxxx looso xxxx 12080 XXXX 16060 xxx-x jootoo xxxx 120100 XXXX 160100 xxxx 8 SCREW INSTALLATION ANCHOR CHART m 48 X SG 60 x so 72 X 80 96 x 80 120 X 60 60 x 96 72 X 56 96 x 96 120 X 96 60 X 120 72 X 120 96 X 120 109 1/8 x ec 145 1/8 X 80 181 1/8 x 80 9 1/8 x 96 145 1/8 X 96 181 1/8 x 96 109- 1/8 X 120 145 1/ 8 X 120 106 5/ 8 x so 142 5/ 8 X 20 178 5/ 8 X 80 106 5/ 8 X 96 142 5/ 2 X 96 178 5/ 8 X 96 106 5/ 8 X 120. 142 5/ 8 X 120 119 5/ 8 X 60 143 5/ 8 X 80 191 5/ 2 x 20 6 11 4'j // 8xx T6 191 5/ 8 x 96 119 5/ e X 120 143 5/ 8 X 120 191 5/ 8 X 120 117 - -1/ 7- -X- 141 1/ 4 X 80 189 1/ 4 X 80 117 1/ 4 X 96 141 1/ 4 X 96 189 1/ 4 X 96 117 1/ 4 X 120 141 1/ 4 X 120 189 1/ 4 X 120 QUANTITIES IN HEAD & SILL UP TO 1 46 PSF TO 1 61 PSF TO 45 PSF 60 PSF 70 PSF 10 10 10 12 12 12 10 10 10 12 12— 12 6 6 6 la 0 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 e I rS 16 1 1212 12 14 14 14 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 4 4 14 12 12 12 14 14 14 is 18 le 12 12 12 14 14 14 is 18 18 1212 12 14 14 14 le I P, 19 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 19 QUANTITIES IN EA, JAMB UP TO 46 PSF TO 61 PSF TO 45 PSF- 60 PSF 70 PSF 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12-- 12 12 10 I0 lo 10 10 10 10 10 10 12 12 12 12 12 12 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 iT- 10 10 to 10 10 10 12 12 12 12 12 12 12 12 12 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 QUANTITIES IN EA. HOOK STRIP UP TO 46 PSF 0 TO 61PSFTO045PS,- 60 PSF 70 PSF 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 55 5 5 5 5 5 6 6 6 6 6 7 4 4 4 4 4 4 4 4 4 5-5 5 5 5 5 5 7 7 4 4 4 4 4 4 4 4 4 5 5 5 5 7 7 4 4 4 4 4 4 4 4 4 5 5 5 5 5 6 7 7 6 7 4 4 4 4 4 4 5 b 5 5 5 5 5 5 5 7 5 7 5 7 ANCHOR NOTES• 1) FOR MASONRY OPENING V/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. FLORIDA EXTRUDERS INTINSANFORD, 'FL. dF L* FILE. SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENGINEER- DATE, DISCIPLINEz SCALE [ 12 CIVIL N.T.S. FLEXOO27 FL. REG NO-' 4 7182- 2 DE-5IGN_PA2A iETER5 BA-51C WINE-) SPEED = 90 M.P.P. (FASTEST MILE) 110 M-F'44,(3 5ECOND GUST) WND ;hFORTANC-E FACTOR = 10 WIND EXF'05UFE CATEC--OIRY = a APPLICABLE INTERNAL PRESSURE COEFFICIENT i O,la INCLUDED IN I)ESIC-NI WINE) LOAD) CN UND LOADS WALLS e22 , -la F5F F-00F5 = -20, -20 FSF 3O FeFAT OVERPAN14aS) PLAN 3514 VANGUARD/FOX & JACOB ORLANDO DIVISION 1, DO NOT 5CALE THE5E DRAWINGS: YiRIT77EN DIMEN31ON3 AND NOTES SHALL CONTROL, CONTACT THE FIELD MANAGER K-T-11 ANY CONFLIO7S IN THE FLANS BEFORE SEOINNING NORK, 2. ON -SITE VERIFICATION OF ALL DIMEN51ON5 AND CONIDMON5 SHALL aZ THE RE&FON&175-111-17'T' OF THE 5UB-C-ON7RAC7OR5, F-,4--H 51UE5-CON7fw"AC70R SHALL REFOR7 70 THE FIELD MANAGER ANY DISCREPANCY OR OTHER all-=5TIONS PERTAINING TO THE DRIAAING5 AND/OR, 5FEr-lFIr-ATJCN5. 5- IT 15 THE INTENT THAT THE5E DFAKNOS BE IN rONFORMANl,--F KTH THE 2001 FLORIDA 5UILDINra CODE, ANDALL AFFLICAPEILE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAYN5, REOULA71ON5 AND RE57RIr-71"VE COVENANTS GOVERNING THE 517E OF iNoR,< 4. ALL 7RA7,E5 SHALL FURNISH ALL LABOR, EOUIFMENT, MATERIALS,ANDPERFORMALLWORKNF-r-E55AR"T, INDICATED, REA50NASLll fNFERRED OR RrEaUIREr, BY ANY CODE WITH JVF,'ISDIO710N 70 OOt FL=- THEIR 5,-'CFE-: OF fNcf;el< 5, ALL 54"X22" AND 56"X24" FLANS ARE DRAWN TO SCALE 1/4' = EXCEPT FOR THE 51DF- AND REAR EXTERIOR ELEVATIONS WHICH ARE: DRAWN TO Ve)" = I'-C". ALL 1-7XII PLANS ARE DRAWN TO THE SCALE115" = C-O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHIOH ARE DRANN TO 1/16" = SHEET NO. SHEET NAME c — COVER SHEET Al — FOUNDATION PLAN, FOUNDATION DETAILS, WALL SECTIONS A1. 1 — FOUNDATION DETAILS, CONT. A2 — FLOOR PLAN A3 — EXTERIOR ELEVATIONS A4 ELECTRICAL/HVAC PLAN A5 INTERIOR ELEVATIONS, RISER DIAGRAMS A6 PRECAST LINTEL DIAGRAM A6. 1 PRECAST LINTEL TABLES A7 FLOOR & ROOF TRUSS LAYOUTS A7. 1 STRAPPING SCHEDULE Sl STRUCTURAL DETAILS S2 STRUCTURAL DETAILS 52. 1 STRUCTURAL DETAILS S3 STRUCTURAL DETAILS VANGARD & ENGINEERED BY: FOX&JACO13S ENGINEERING wmF- s f-- E2 IT N zo 31 cicw_. SLAB WF BERI-IE5H OVER 6 F9L VAPOR BARRIER. LOAD BR6. HALOVERTRFATIM, SLABG'a'AGTED FlLL FNN OVE3Z 6 KL VAPOR BARRIER. 1 o 5 RE-DAR CONT. IRSATED, -- FILL HAiv0 ce 1 R 5 M13AR GENT. v < CO R TREATEDFU 3 tt 5 BARS-4- FM0h40LMIIG5LAE3CH0THIG,ENFP 5LAE3 NON BEAPINC, 55FP 5LAF3 0 ENTF"r' f d RATICI, NON BEAPJW OAPAC,E 1,'Clh SLABlIfIRIIIIIEll ' ClTR(,M Via (xRBARRAR ClT A 6CYFAL 110 Fil L nfq. EAP 1 11111 FAR, 301 icr 3 a 5 RJE9AR THICKENED 51-AF3 (Lf_3 INTIELREAM FEINFORGING CHAR BLO(-K UNDER FRAMErB-0- THICKENED- ------ — --- N/E3EARINC, HALL IV40 STORY 21X2 ' STL. 8x8 LINTEL FILLED WU 51/2' ATRAFHT N15 117NT, iS" T'READED 112' TRIZENDED RO)Vl RGV B21 O/cl 2-X2 57L Pl F`AR c, I %I'A"HIR112' X 5' AT3 32' o/ SEE PLAIN A SINGLE COURSE PATH AL-TE M 2-5TORYR_,ATE ALTERW\TE 2-5TOP-T' ATTA6HMENT(f-3[ 0GKIk,100P) A FIBER-LAS SI40N6LES O.,ER: CSR, 150 FE- T OVER 6- FELT OVER 1116- O&B 7A6'O`A3 OP 1121 lvx YOn TRUSSES 5TRAPPED 5TRAFPED 45 5. K"tlAt ON TRUSS, LAYOUT LAYOUT P -R 1/2' 2X( , &UBFA&C- A W/ C0147' y O'VFP 2XC, F4A3FAA-IA DRYWALL ALUll VENTED SOFFIT X8 PEADEp- DCAJEILE - VEN-IF0 SOFFIT 2X TOP Fl-A LZZLE55 OTHERLASE 2X TOP PLATE VEIL. 2"E, UFADER ON FLANFOR4'-b' MAX. OFEM1W, UNDOW tNiTE'Uj_ 2,30 f4FAICIER FOR 5- ' Ill"Ix. T-INITO` VND. ' INIPON UNIT 2x WOD 5TUD5 - W O.C. X Yicl-lp STUD" 9 W" (YI-1, --116. STU-CO,---N MIL LATHTVR-0 IWIUL' OVER 15- FELT ON MTL- LATH OVER I/W,' OVEP 15- F -L OVER, JA O-5E3 OF 11-2'1,OX 2X BOTTOM PLATE ON 3/4- T.G OZEL 2X BOTTOH PLATE CIN /4'T46, PLYP4000 2X4 COW, BAND BOARD FLOOR TfZrS STRAPPED AS2X4C,RT, EOAV WARD '44011k4 ON TFLJ55 LAYOUT FLOOR TPI 515 5TRAPFEP A5 5HOM ON TRI-65 LAYOUT OR LftVIEL BLOCKDETAILHT, 'D5' IF ALT. W/I - 5 BAR2-STCRY ATTAC44-ENT OVER IX2 1/2, ISNTYK LL 'K DETAIL 5HON7 PURR= DYER 5.-.PEENOVERIX2RRR , ID--- LINTEL 31-0<A, YVI - 5 FAR LN7EL 51- O'ER R-5 IN50L INSILL MIUPOYl UNIT 6 FT 09 GREATER 31," CoNG. SLAB Wl RBEFT-S-SH FRE6,"51 COW- SILL CiVIER 6 111L 3 V2' GOW- SLASI 'V OVER T I MASC NRY FM4 VAPORBARRIERu- O'-R CM BLOCK fOERMF," O,IER 6 MIL • REATED, UgLL 0 VAPOR BARRIER OVER FILL - CM BLOCK W/1-5 TREATEDC, 0WArTE:.l FiLL HA5. FINISH allER C 1 BAR SPOU4 luBLOC-K kv-5 LOC 51"-iN LlATIOI6 ATAIODOOFN-FOU N L,,q ONFCVNVATIONPLANRADE 1- 1 BARS 20- WALL ( IFION FRAME: 0VFF- CtAU NALL SECTION-o FILLED CELL -TWO STORY STEM WALL - SINGLE LINTEL WRRIC, qNE FCUNI)A71CN r7,F-7AlL5 $ NALL 5F-C,71ON ENOINEERING 4&- V r,,6- X S'-O' X 4- RATIO 4T 10 THRE5HOLD FQLN12ATIaN SLAB NOTE: c" VER r, MIL VAPOR BARRIER ON GLEAN, V4M-L,-,0MPA<-,= TERMITE- -Ij RESISTANT TREATED FILL OR 5EN- TRI<-,OW 5T-STE-m (TY-P) 5'- 4yY rf 24. 24'A2' T K CONE PAD w 0,I E W 2 F 42' A kL Li A/ 6 r11-0 3W 12'-4' x MAXIMUM RACANC, OF FILLF[b Gi 1L5 x UW--ROIJI-El? GELLS TN... rAN REEA57 A i00 MF+T L )AD PE516N WLL FRF59IPF T = 2:1 F-,F MAXIML" ALLOK,,DLE TENSk-A4 ON 14OLLGIY4 GORE I),IT5 j 15 25 P5 I _ A,6 L 531 fl',,34-E 101 5E- TDM PROI-JlTIE-- 8' PARTIALLY C-RSVT-eP HALL = q5 45' 04A5,0NARY 5TM3GTURE5 A-C-0 W01 lb, 5 m krL-LXJ,2/ bXT = 9543,1 = 10,4 FT 115E 1I',O'llORlZ, 5PAL111' , MAX. IFS = 13) 7 WE b'O'K01RIZ SPACING - 10'-,-," TO 12'-&'GElLIN,, MAX. V51- 61-01 F30rZdZ. 5FAICIff4l, - 12l TO 0'fELRl 3/ 4RECESS AT O.K GAR. VR. ADD LINTEL PV 0) -5 CONT FOUNL A710N F 5-15 - 15 75 THISSTROG A5 f3EFN DE54L, -ID TO ;BEET OR EXOEEP 'ARIEE 16111W cow- PA - THE 110 M-P 5ECONI) CU5T5 HIND LOAD REOUIREMENT5 COL AEV PRI-AIT d2^xi2' MID FILLED5CA-v rTYf`Q OF THEFIDABUiLDR46C-OLPE 20LA T 71110 x PARTIAL FNC). PLAN 1 k 1/4 -T I Lo 4wl5 as a 'M 0 LNG HOFZA(,E TAF-)GON: BLOCK TO EXT. FRAME `-AAEAR 1-5TF<ENC-)TH x SHEAR 5T-FENC,1FH AF `)GON: cioFll AN61-40P, L-IC7HTNF16+IT 2 - F" " A. EMBEDMENT HOLLON BLOCK FXP. F30LT: 112' ® 4;5 0. 846 1135. 114 I-1L2----- 75 L135 112" ca 45" O.C—)K T"5T REPORT # 150-20065/ PROFESSIOW I- 5ERVIC/E 1NPU'5TRIE5,IN6-5EE MFG. SPEG5, FOR BIT S!ZE:, i TEGHNir-AL T--T INFORMATION EXPANSION BOLTS: PRODUGT LOGATIG EMBED DIA, MIN. EPC F ALLOHABLi-LONAEA E) EPTH DISTANCE PULLOUT SHEAR, RAVIL- BoLi 6ROU30t4TED 2.5" 112" 1 - -5 761 LE,5 F35, MA':ZYRAHL-BOLI GONGRET3' {12" 2 °' 8,33 LF35.---253-1LF3`?--, DETAIL DENOTES PIPE f-,4551W-- THROUC H STEM WALL GROUTED SOL AROUND F`IF` E SLEEVE SEE FOUNDATION PLAN FOR REE34F-' QUANTITY DETAIL DENOTES RIPE SLEEVE SHALL BE PASSING TPRCLk---H FOOTING 2 51ZE5 LAG ER THAN PIPE PASSING TNF, 01-1614 SLEEVESHALL DE 2 SIZES LARD - ER THAN FiFE F'4S&! W THRI--Ur-iH 05 REBARWITHIN FOOTINCi - W1 2S11 i11N, SPLICE OVERLAP THICKENED SL,45 UNDER CONCRETE FOOTER SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL FRE-EN6INEERED WOOD TFUSSE-S, UFLIFT CONNECTOR. 5EE ROOF TRUSS LAT'OUT FOR QUANTITY AND SIZE. PRECAST LINTEL. SEE LINTEL PLAN FOR DEPTH AND REBAR CONCRETE BLOCK COLUMN I/ V 2 #5 REBAR. SEE FOUNDATION PLAN, IN. GRADE 5 1/2" CON(:,RETE SLAB 24"X24"XI2" DEEP' COLUMN FOOTER N5 #5' 5 EACH YiA'T' BOTTOM OF FOOTER TO BE 12" MIN BELON GRADE 117' ELEVATION z z 0 C) w 0 z 0 Q 0 LL rt L0 Mot W ' hf 0 Ell 1! 0 illsd—, bl— rd cl e.ked by- aww 1 22-01 d—I mi 22/ `24) SH 2 (+22! -24) + 6 G.D. F4- T 25 .ti --.. _. - 25 5N 25 ;a}t ---i 21/ 25) p'-4"22G) TS'-li` s 6° (+22J 24) i9'-PVT° t+22(-29) 55 iTA ii g i -- o T. fur. ' ImsZ3aap3zvF,-- u,5 NOC * ^ m I — t 33tt era 13 asINIe'r'ci. r, I fi• tb ro'-5 llA" v 2 o 1F — y n (- C'-O• GLG 3i 3:3' LPN r __-- KITCHEN 76xb' 8 j :C.E_5 F /. a'xb•ca+_To cLv. Q 3 ___. „i U S-fX4!a YDtii. Af3Y. V... U '8 V BATH14 ' X 5 ti" 2''6° N lJ.a`art m, ... _::-3 .... . .. --- 5 0°.- - p I = aaa, ---- ' s RAaWLL R` --== fJ a i W J tbb8 f^3ITTI SrAr ! ffh?. i3t>l> SnR:." mc I-OLL ,. ..::: 2 2xio _.•- a a # _ a 1 G. 5 a ° Cam+ b 318° A w Pr• caP a e'v cLe Y W 3n° - D 3 ty 41 04 o> tL a' cAt v T -- —r.- - _ D1NiNG O3M — 4> m FE i1 m r v P I v mCI A' CV b4 1 W, y6 0 T rxM= o- a" o• rx -- soxa '-- 9 0 za _"sAME ROOt•i - / `2 _ i / Eg jtv ixbr?3R uu j 2 ee___ z aZ a *€ _ _ i /iP*fC, Rfl0^3LL b • a-s ii "' j¢ I;-! 13'-0 3!4° i / ve 3 yy j i i (+2l 25) x v 2bxfi'A 333 _ LA- UNQFZT- 1 (+, 22 -....___ j . A___.... -_ _ v n , 3'-m° 3' 6° ,/ (2) 2` ifi 1 - sd r"v,Tu>Rr+zz-' {_ 211 - 28} L).e, 2'-6" 5'-1 i5f36" 2 iRb a Xa 1L-21An _ T'-s 15n ° '-s t " g{ AIR LEADLER T4 1dAVE A MW. ' 28xbo -- 32 4 i' ® 3(4" 5' " 14 a " v $g ALL SIDE5— ®__ _ - kk AND NCLO`.,I' SRESPACE 544.GLL > MIN UMDER Tq AN APr'L.IANCE _- P_ t? LE" 6EN t _. AIR HANDLER t0 NA E A MrN_ 4° CLE441ANCE GN ALL 5IDE5h rIErXAMee-o- A6r. m AND FNCL RRE 6PAGE SHALL '= S S MN. t2" Wr:>ER THAN APPLIANCE. REA 7 r M IST FLR L r r,b A 3 7ta I. sF m tLEAll rxTErzrcPhv3u5 r rzE ? R L1 V3N J i J42 S, i _® qo LO Da , GAFA 3 (D TOTAL35155F ` 6ARA6E: 44 1 5F n s ALL S TR` C%7 2AL llkl> D HEADERS S TC BE DCA1SLE z°xtO"U U2 COVERED ENTRY- 12 SF s as ma ess NOTED OT14E aac 1 70TAL : — -- 3914 5f Lo i9'- 4 :° 2NI::) FLOOR PLAN i --. - --- --'- 2'- 4' 15T iL©GAR ;CLAN ' rcW.I.G. >=GRE55 25 SH a as (+22./ -2G) 3/ 4 ,.-_.. A4'-® 5TAIR INFORMATION HEiC4U 9' 4' eux svL.nsfA aw -__ 3• '. A 1 R15ERS5 16 a -I' EACH 3xA TOP t l..ASE a®_ DOOR I TREADS: Is ®io alsm EACH 4° LtPL. 6iLLD9 Ac tW4tux{ A hill LSE AL ?FA'_K AIG GLOSET DETAIL SCALE-' Y7F-m' G,4BPNET 5EGT3C7N I T 41_—> .. • 114 9'-ci' 16' X TOAD, (+191 g - -- ------.-. NOTE. SEE STAIR DATA IL d) z ® g y gip NSTFJ.TUPAL i}ar_Ei`,. f7 i 1 1`T >rl FOR ADDI T3O3^lAi_ O 3 NC'TE: UY4NC: C?JM ENGINEERING ALLFRAMEFNALL>-- GOidSTR3JGT30NINFORMATION " m 43hlLEEici Ol:'iERWI a -s D 255H 2553ib (22/ - 21) (+22/ -2a) - - cuT OMAREA LGULATION5 GAD -- r - --- — - e ens 2xi2 ETRA -. -. - - — f° 1 br t LR LIVINr. 1542 5F PID FLR LIViNb III 5F . os_zoa FRONT PORCH - COW, 5LK 9 TOTAL 3515 SF a o'r.Le. BA5EWi2•mr I 1 IX6 BACK— a 6AP_A6E: 44-I 5F A50 E (rTR'J- 1 m m ° ; sheet: COVERED ENTRY I4-7 5F r 2xI2 STRINGER ----- I TOTAL 41pqSFP£Y. AT Lae1S1'&hSi LTrtB 1 PARTIAL FLOOR, PLAN c 5514 STAIRNrETAILsGti_T5. OFF, IJDGE VENTMR) Y 4 3/4" TO $FC . OORtatTRFC, F;N11Ex1UrcFD =,Ni,N FI(S7HT ELEVATION OFF RtiY'E VENT 9'-4 31.70 5EC FL, C L LEFT ELEVATION -- 5ccrzED 5ntcco C, R,W,L F4Nt5t4 ' ST F17FOAM 5bUTER5 r fr--- hd POl,.Si2 iYPFLOOR CA;O N5 ON CrIM f1YPJ --_-jj FRONT ELEVATION 'D' PSeER,LA55 544WLE ROOF Fn- b5.,ob t5CJ72ED3"9 T" (1:01}vS V-4 3/4" 10 SEGO FL., 8'-0' TFIJ55 B, LJ 1 ffA 11b SCALE: V4• 1'_0«- W a y N2dEY tllt 3 0' OF'T. P1"r'PPLACE l § o LLJ e® 5 2 OFF Rif% F VENT Lo p$ 3 FSE. 1i II tu at FLOOR 7YF, — 9 6 TEXTURED FMiSN \ — F,EAR ELEVATION -- SCALE: 1/4" _ V-0" S'YI sheet: ENGINEERING m ` off. In 12 x 8 r. LU-- 170CRIl RAG CNN BATH 14 Y 40 TO FIRST wic ') A7L PANTinaas Fl 14 IIECE55ED IV BATH CEILiW, FAN FREUREfOFT) So 17FN0 x & io x io 4 El 40 4 trill ;-ATU f a 1 15 0 10 X RAW, X can-- I- AIC GEMW, FAN PREURE(oFfIF-- --Y o E7 x a E Jx CEILiP PAN PREW3RECCIFT,) BC) F.Fill12 1 I NOTE,; SEE 41TT4C 4ED 4VAC FOR CORRECT PLAN: DO NOT USE PV4C, L,4-r 2JTON TL4i5 5P EET 2NC) FLOOR i/ 4'=1 -0' ELEC, TR'lGAL LE(ENP f— T FAN 3 L— T XY- ALlJ ET ELECT F-FL I a F] NNW x 0 CUTLET FOR CEILNG PAN 15TC:0 BATH 4 6= 7"' Im xa . imx I OFT, DA/ t xzFOYER CEPLW, FM f5jJ d 2, 2mx l Ir Up ZIP u4 NDLER 70 WAI-F/4 MN, A" CLEARANCE ON ALL 51DES AND ENCLOSURE SPACE E44ALL/ N 92"1i1ICIER THAN GfiRAC E GAR DOOR OPENER I I xg NOOK aas K7GNEN DINING ROOM 4 17, UF T] 40 x 0 LIVING ROOM CCACWLk-, I4T DR ER VENT 7WRIJ WALL NOTE., SEE ATT4r—I-4EF-> NV,4GFOR CORRECT PLAN DO NOT USE HV, aGL4'YOLJT ON T1,415 5PEET. 15T FLOOR Y$ 1 w ELEliTR, isA LA 114' c Y-0' F DiLIVING ROOM L PARTIAL 15T FLOOR R4 ll;' ----- ELECTRICAL PLAi ELECTRICAL1/4'= 1'-0' 1 C) w j ui I d—,g—d by IN d- PY' d— ch— ked by — now .. M sheet: A4 TO PPL ELECTRICAL $ RLUME3ING RISER I)IAC7 AM5 2 / ? S£R CABLE I 200 A MLO PANEL 4 BARE C311. R' G•£ a13 W9 DRYER 013 un SMALL A* F. 12T "Un L}C,gTWG GIR 14124 UJ3 of Rwrl ROD RISER IDIA R4M / 200 A 4 WIRE 5ERV10E INTERIOR, ELEVATIONS KlTGHEN Y85— YL 12 X>v Rfd F 9 E-j — N5 S42 KIT-G EN T E IZL =LE(:,TR1CAL RIsEfiP, a 1AC-,RAP 8 3 DA H #2 U n4 szcxz T IMIn MA5J- F'.ATH V2 !^iA_i_L f=TAIL VIR2TOP 5 35 Sf33b YV of-i-TiB K1 FGHEN VAD45 BATH # 'r- INTERIOR ELEVA71ONS f r L $ gp= W €a$ w ssa 0 Zw! F=t 8 a ws SB v- by, I N e= w oy:am ease: Q9-22-01 sheet: of NOTES: CAST-CRETE SAFE LOAD TABLES Li P" FOR GRAVITY, UPLIFT Sc LATERAL LOADS t 111 213.p% Fa I-eegata. 4, net GKW p tOA%-t,4 A615 GR40 or SR60, p- ASTM A4,15 q1W. 210 f I/S2 wam per ASTL 10ASTM4aatype M Cm S I. R—d. Wt mprtar new ."M ." J."L" eo2 ..tn tV L'teia " —f-W L, 5,121,Fi -Uj— oe q. AterctsWUbe —.1 -11 .1d q—V1IIfntlgMWLOr RW -/-R50 _1 mfl.rbor, -pt hntl917-- -1 M ,al Imut CP VIA. wtw ciczthrZTn L't, to tn t ofd2 d1Vr.tnr .11. atrr,!l " —10 to t- WUxxr au-i f- 12.1 - Cost -pi= =%VM-—1 r p—ded,n coirt—ite Intatai limof —ML. —Wnll -Ibt , 5"'lTW-d palALLa -sm 1. A? t d Wt F,. F—ptt,.,n- 5.f. —4% for Wed M .11 —t be r-II Inj 2096 I-T 11 1— th- 0. 1 )- .11 .1 —1 N. 2, 'R . "C' RM,.d a, safe iomb — ""' - I -Id 01111W11 1. .1 the 1— 4, Cofe 10I `-"d M ql=-94 . or g-adin 60 held reEor, 5. Addit.-I 10te-1 food WpMtj am W bW—d by the JI try;,, CN wj l reocrF.,,s x-.n . pr t ".I, 6. Cm $r retnr ttaj be tItuted for twd 49 ro±T s :n 8" I,nWls mij 1, Tha d"1gw may My Iwtd CC.nLenI—In— f— ue %afe =.- tooles by -II tPw In— —org —ant wd armor of 0—, fr= tte I—Ir 1-glt. q p- F..t WT M X 51101c" o.) T lks: T REJ3LrE VALUE BY 15% FOR BRADE 40 RELC -,ESArl NOTES: ALI-IFD LINTF1- TARL.FS L MAIERaLa- L TATI N i. Mt— f, p—t Intmi ClKbO per ASNM A615 2 M=r In poufd to 1140C A5T11 A1,11 S tt W ff t JM I- 4 f tr Id reax S ff.tnete;osmpnLspar ASTM C.-90 AT, I.tlp erl - S 6, t", R.rDnu 0 -M, pe. kwf."— q — IU comp—m "'t.. .' O.G. 01 CW - `-' i-L-d -M 1.5 1, - 711 of =d 1" bI 10, all C..j. no.td. Per f—t ge, FIRM REBAR 5 MR -tC C- 11 u COW- RETE FILL b. FIELD REUAR 5 6k 40 I I I ri r r r c Z 1 ti NJ FO 4. p t70 C, D D 21, T CT U M Lp M > > > > > cn 1 M MFnMMMFn Fn M M M M M M M0nrn n 11, i 11, M, M M -r, m M 17' 1 r- r- r- r r- 7 - i , --., 1 I I M Irl 7 i>i> >!> M Lf! 0 i Lj z LU) MMLj L nn L— ACTUAL SA 17— co -- 4 I 04 I N N EX HOMES MODEL3514GARAGELEFT) CENTS LINTELDIAGRAMSol-lindo Division 385 Douglas Avenue Phone: 407.66121150 Suite 2000 LINTELTABLESFax: 407,661.4089 Altamonte SprIngs. FL 32714 8" PRECAST -& PRESTRESSED U-LINTELS 8" PRECAST & P-RESTRESSID- U-LINTELSNOTE-.' -CRETE SAFE LOAD TABLES LATERAL. CAST------ 4-4- UPLIFT M5T _44 -U7- - -_ GRAVITY 8FI&IT VM W2 1 4TTYPE m 424T 212 I ITS T 2 5 MAJEP_IAL FOR GRAVITY, UPLIFT & LATERAL LOADS aFa_s2413 2 L_EtETH__- M-_Zlff2 2 32-21 L ft precost Iwite,15 ro rr T _ wstIsaR2- 81- IN Ac -2'1-1 254 -1 SEH2 Ebel w 73 __E4_jj 2021 20212. VC FriastreSsEld In F's bLR-HJ pSc 4 IR36 Z-10'(34-) PREI AST -Z71 -IL-A 9;N SFU 54M I b2O4 IF12 CrA 03ftpFi ./ nx-3xinarn 3/8' tE. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 7-10%34') PRIHIAST 230 3r"S11090W - ------ 4 Czyr-rule ulo,u-rj unIts (LM ;:_r AST 1 - 1371, - ----- tf,5 _u -,41 7T- E' (42')` PREET- A' T 1251 125 4SMrtnuinnetcreostretqth = 19DO pst- 3_ 4 13 6039 qS-. ID4-12 ROtmg- Frovdied in p:recosst hiltel per ASTM AHS GRAVITY E*-E' (42) FVE1__AST = - _ - - Wn3E, 5351 62 2-3 5 249f 4'-O'T48) PRECAST 918 938Eabll2-514'- n' ME0 PRECAST 20 4-0 L-039 4_4 - E Sn4 0412 P121 ZECIO 3V51 I A)FI 5525 4'-E' r,4') PREF_^S _ F N 755 rFO oci5 23-5 1-9 4&58 W_ E!5sir strond per ASTM A41L -ud " eO 1 "2E.R50. Field rebix peF ASTM ABIS BR40 cr 5RE,0. L_Of, - _;; t. 3: TFT--__TYPE 2646 4 T 11S. Frestr 4q 4,RS 5644 435: < 10 lof, relaxotion. 3 DIL J_ 4 "rJE 2 4-4' (52) FRETIAST t4el 1 9 MM XL4 %68 _-5 DO 7141 Ei3-n 400Do 1/32 wire per- ASTM ASID 34 EA12 5'--4' (EW) PRE -AST -i= -39 505Z _ Eg9 !f iT __ 1223 MI OM 23F 2825 393b 4- 2U50 Fb L?93 20 111 x8l,Tcr per ASTM E-2-10 tT-iF_, M cv- 1, 4'--F,' 1`54') PF_AST 1449 2-IB2 -7-114 aO0 4481 5'-4' TEA) FREIIAST 1184 --- -- - T ,40D 6424 1212- I &,Cyr%& 4241 418 418a24982, KJM (3,q 1414 2904 J212 cN5 Or, 21tj Min 3583GENEP,At- NFJTP_i 2-0, 8_3 602 SDO -M PRECAST 9-120LJ5 -tk 3'( -2-iA _3 41 W2EFY) F-.E[ AST S 1',59 24E,4 4144 5458 44'31 5280 617 JI± 2[DL 1 13 22502_ - , __ _L -_ -_ -_ - I Pr v_oe -E.11 n_urtur hz Ocl Ggid Eed -14 _564 __E2 3_11 _AST 91rq _Aml (-18') PPRECAST 45E5 -W3.) PRE -3joints. 2E,2 40 f 6ff, 2nl4i6 3 88 1 stxTre filled hi-GEO Qs refluwPd. ;44 78-E E 114, 1182 _1 4 TFIC2 y10 ays 2, 93-t _Yrs 2uf 3 Instuflateirl of Intel Rust cusliFill Niff, the ,uh,tpcti_trol S PRECAST -r-35 if - -- ------ 591 E151 ass4 142-1-.4 2 1 24 Crd/or 5tfTrL_r01 drom-95, 32,23 2812 4522 I'-W NO") PRECAST _bI q o_ '029 1- zrr 2711 a2.52_E3i5c M4 TI-4i _2i&FE T-5 NO') PRE -EAST r__, 81 MI) PREC 51 0J- !AST -U Ji 117129 0 2EAU 38 R 5, . Ebe 5041 (112-) PRE 1* 2turedNitti5-V2' IcTq notches at the prx Gil 400 b T 81 15 U1 801* qw- 14E9 2e 4,112 -4 _.E_AST 454 EDO4LRI"5 ME! mcnifur - Iforc-ng criol KoutgOi 49 9' 801 Ts5 I12 2711 263- 'Dto1:T_C,(7myxjc;t ' voubcal cell VE34 _j3 y _e_5_8 _.q 2q44 9'--4* (112') PRH_A1,T 5-13 -": 2 i2 4118 -113 ILI_ _2,_ wLNO') FRFF-AST 115 1EAB 2544 _WA 4030 321 ri ivton, exceet Intels 5492 bE,74 -Aa2 _ FA -,flFi 495, Al Intels rrmet ca xcead LJ350 TIE def Ec.t 482 53T 1125- 15 It22 ta28 ISS5 I01-E1(12b',f PPET-AST 3 10' E,'i,`E,', FIAFF.A 4SE - ,_4 ___ - _I 2Z4 ----- - T-4' ond i"x:pr mtf, q nomml heqht of 8' meFt cx- exceed L/la-] ,,T I , I Ae - _Ta m_ 9 (IIE,) 9-H wi f f- --- -JB 3 ESE, Bottom FlEid crided, ietmg- to be loccIti,d at Lhi- bottom -e q-18 1491 _,'Ln "0 _ S] ___ --- --- ____ W-4' (eB-) PRECAST -5-7-5 90-5 72 n_ ic95 iB-IE, 2, 9ei5 5 8 q 35 1854 i-TS 4E,, of the Intel cavity. II 1' (ice,") FREIIA,T 445 ........ 1/'32- dicueter erE ctirri_p, o; F Nelded to 13"e Uottom stecl for 8 939 _1355 1854 4 3 4044 5`G By"i 12' 54 _ __ 44_ -- 400 6D tL o12 341] 494 --- 8" PRECAST W1 2" RECESS DOOR U-LINTELS 12'-O'C44') PPECAST --D -8r - - Unr- -L7 T: s 6 20-14 5_10 &39 4-0 80 i209 11 4 Fi_ 2a-zfunicolcxicrioroi]e. - ----- 17'-0J'I'M4) PRECASTT 411 -e _ L_ _ 8b4 254 1&93 221t 2832 3,390lr ____ 340 532 E&F, 845 991 W53EoA-in-ploice concrete ml be pvovlcti?d in Erjirip=,Ite lintel n lieu &-4'elEyEt") PPEEAST - _Vj6_ --- 902 398 of Concrete nuscir" Livirts. UPLIFT LATEPAL 35 421 -iff, 1028 133 S-35 1224 1418 5-0 4M i-_%i w-n oqi 13'-4`(IEO') PRECAST 2 _R22 _O-SS____ 9 IT rutotrul des'g-i 7,mlIsn perazFaarm-rtzszas-rraszz-i 8 in-r. 1 35 15- 2-343 7.920 31E, q3 B-95 -1 64-_ ISE _11_114'-O'OE 8) F'RECAST z354E, 919 I U 4:ii, - O 0 922 w Gle 1 Z =v, 513jr- LFNi3 Ty FE PREL-AST 9S8 -S-S -XXj- -O;E37 -ia- -7- 6 114 295 59 o4__ io IR -315825PkIE-_ _RR w __ __M - -MR- _jSAFELFIADTABL-E NIITE'E3 (52') PREEAST __T2 -V12q32 IQ Ea WO' TOE,') PRESTRE'tf-IF I NR, -E- - - - !!! I-- 14'-8'fl ib' 24 2 552 852 HIO -1 1, All ,Uhj&S bosed on mnma, 4" bEcirinq, ExLeptm: Sole bu0s for- wfifled 'S T,5 rETU 2045 2FIO 3, 31f,5 130 55-3 TO 1 801 925 rqth is IL (184 PREST Z25 2 Eclz oreq fe- less Ulm _1/21 :IIif _R 15,-t. ) FFlE=sTpFsysE 42 -- -- FIR, 321 4' ACScIFE! IoDds for olt recessed Intels ItO,ed Lin 8' nomwui Iomma ff-q 0_ _43 ;5' W) PRE T!771F TIR, 4210 695 t2e] 185r 2310 2890 jW0 4E4 -13 E,:R_ r14 IT3F,Y4 432b - --- W, W ___ _ _ _ NR IT (208')FRF' TF_ _5 R, 25-5 IS8*) PPELAST SO, 501 - NR we b49 8_ ;12i GIY! w IntErs Trunt Le r -E!d tTl 2096 if bt- (Se) PRECAST - 6, 2283 2, N.R.2423 - ----- 46 _49-C _5 n YiNotPuted, _7 3. !7-,ofe foocis ore total sLipemposed ujloi,,Fo)e le Dd on ttil-- section sppc_ified, eO 1 -NO 530 950 1400 000 22M 21,50 - r6 T_ 8%- 1142 2352 2qE:5 a5?NH38 4RB 4ES cq Iry (292') PRE 7 2 'E. -40 1 N R, 2044. Ofe locds oused FitI qroct, 40 or 11 udE BEJ IFleld r 00*) PRFTAST 099 i7 2891 349, 4,6 e'-4' I-232',iF'RESTRES EE - ----- _31L 550 _L___ Sr Addsbcriol lateral lord Lcipicy-Itj ccn be otlnlmed tTj tfk-- desiqiE, b,l 240 _Xl _ISIJ KnO 1400 1120 2030 2l8 -J% 4- a7 eio tEA NPI _301 3642 71-4(2'35')FRESTPESSE ;45 - T2 ovicing odd,oml renforced trio- -m-, the preLoet lint-1. 8M P.p, I W. - __ W_ __ - __ --- 142 2Q 33E, 4 11 &--Is - ",3 U) ii 140 34g _j7j ijcru,j nor: 21' 4' (256') __ WortooPRFSTRES_ 14E6 1981 2_909 TJ_T, DSEA 1", 140 180 2E,8 143 418 4"NA- rtol tk a -40 --- - - - ------- EK0 22'41IAA') _T E- E, Dru # I rEbi _-tftuted Fcf tI rL X 5 in 8* lintels orikA_ 1&0 2280 1153 32,11 W, rk 1*1 205 322 45-1 601 Ili 941Tt"' d -Io _jThedEsq-er ma'{ evLAicite coviaentruted locx-is From thH_ sDFP rocid totiIPS NO-) PRET AST -§L8- "" -L' 3,_i 91t 24' 2'-UY2EW FIRESTRESSE np, 2 7.1K) el Folculotinq the rrux;MLM I e5lstinq moirIent cind Shea- of d -mt,4ol from the E188 849 o02 FE2 = 5-ID 8-C iE,5 2 - -32 3_nIbo - bc(I Me w 1E, fCxe of PP'E-c_AST 533- _4 bEl8 - ___ --w- __ WR '-DY2 4 i8b 290 406 5--kqjL23 _ 1413 1 WJ4 M95 614TLR 24' 08') ST 53 3 52-1 E309 fee 4 L18 2088 2 90 -D"{28a')FRF51RE 6&_ L8, Fc-r IccxrTxD-,itF Intel rut hovin, I-ee ,ufe locid from. next fcINFr he cltnt 'm 24 i -U- 120 135KO l5rc - * RE1JLF_E VALUE BY 75% FOR ER/\.1JE 4LJ FIELLJIREH R All SDF2 bod'. r, iolts [if 1,=IdS pf-'v Irl-eOr Falt IREDLEE VALUE BY 15% FDP. E F_,LDE 40 FIELD REB,"R z T E-S-:,ALLIED LINTEL TABLES _ j N 0 - MATEF IAL.Ei 1W3TALLATIFIN 1, C-IPFIO FT A3TFI Lx:g- fm pi L-d L_-um R40 r ASTMEIp,,AF G ALLIED re_S_AF-Eu0_-AD LE_F_0_R_8_" 0GINCRETF __.LS 3, ft For t IntE15 4, flz for field rcF1CrE!n2 -a]GOOSI LINTEL NO, LENGTH fl-W 8"X8' 8"X 12" 8'XI6- 8-X20- WX24"; 8-X28- 6-X.32- s" UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED omr ete r 4 x,j LFt,, pf r A,STM C -qn TO' ti pi ASTM E2-11i] tp-- M or S A -I 2101 B549 F,251 10;25 12000 12000 12000 1=00 1=Ou E,. roculotiolns try RicTxx-d 0. FE, F, -858 dule4k-mEi-qne_ervqIrK-, 3 52.31 _8ES2__ _0440-1 12000 1 1200n L2000 t i 1, 4oveOltccrT=5,1: Ine15 4" OF_ A-3 4 2081 l9T4 3EE,_1 4EAE, &LIS& 8S_11 9q24 8. Olt clffT=ta ums LUILublrEd ,R_l 1#j 31 i 345Fl 5,750 intOF00"' 111-80 -ISID 9. F o ds t,_,d un mriinol 8' Lr=-ng 4" 9021 [1 SE, ff5442542 9294 4029 4190 S522 ic "it n pmm-rs jp foot M2 Its- 1994 247_iiD 7902 A. FD1 th riot listed - -Oxt Icrq3erSk I ILI 9 -1 _10 -1 -1 H, Ln r- tnh fe0Dd A-1 483 F3 4 111522 181, 221 75 E112 1125 1530 =2 2455 29SI H-:8i'lWFIELD FESAP121S EIR "IT 12'8 4121 488 900 1224 1604 I9E18 23EE) 2 A-L -1- 14 14 0 fill fa A-1E1 ?93 419 105S 1381 1692 20- 2341 I i E190 9 1806 1-091 14-0 42 3 1 3 2 1108 1S2 IS24 18-19 E mIjA-12 2 281 4 _ Ib E'll 808 988 1188 GBEI 94' 49S So -=3814D8_ IS98 1980 2 ;14225 BE' S 4-13 _18-4 C521300 157f-3 187ilCOLE .BETE FILL ly. -FIELD RCBAP S C+? ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE LQ7_ LINTELS LINTEL 0. LENGTH VX20" 8"X24" 8;'X2&" 8-X32" LATERAL LOAD 8" FILLEDFILLED FILLED SX13 FILLED ......... mw`-l` UNFILLED FILLEDKffTIt"- FILLED 194 10600 110 f0DOO 100011 11-3000 4405 9-94IME6AOO 81E, - C0A-2STYl8tFh54jOrTootpLL310000IOL 1[l000 2592 A-3 4'5' iota 1051 4224 5900 8203 9440 10000 10000 4 S' JO- 515 E,03 29803DI9 4:300 53O 3 El_fS6 1848 111 A-5 IE- 345 jj=3IO r142119-a 2552 3514 ObEhI 4ED0 LE11 A- 9W 22,5 252 934 129B 1{7155 7059 2542 294-1 by -A A-] ioEll 185 709 -15B L10,49 1341IbE2 2025 234 1 929 A-8 W 7303 333 S52 911 11-10 1452 1151 ftb. 01 -22-01 A-9 2 41 282E05 _bD 991 1232 44E,4 E,91 134' 253 253 5i0 103 892 1I09 1303 la]9 sheet 14n' 225 324 413 552 a,24 1028119E, 13s5 1 A-12 14'8' M1120 442 E09 _169 9S5 uDS i "ait1 f J A-13 F1 4 145 253 351 41 33 SOS _1115 842 9-T4 A6 1 X7 14 i974' 184 214 308 420 525 65-1 Its 82,6 A-15 20n' 1-34 203 Z111 4115 Of R? 5+EA OVER SEE NAILW. z s) W (7) Vd 5AY-2 WOOD Tpr",E3 24° OG -- Y" BRACE TO EXTEND AT LEAST 0- UF_3 LE+LTi-i !SEE TAELE9 2.4 f-A IEL MOI-KI14S s 48° OL. r T'.- (2) Rr. 'JS OFTRt`.rES FROM EA ENS TYPICAL ATTAC.NED UP (2) 16d TOLNAIL-S ---...-... 6,YP5LA-1 WALL SOAR AY5° AT 3'-0' OIL -/ 2x4'ORTIVALL NAIL clol=' TPCP 5.EA1ETc VI6° 058 OR ifs" OflX 2x4 DtAG. FRA CE w 48' OC, W/ 141'0" NAILS s „A. END FIRST TkW 5AY9 CAiiLE TRdI`iS STRAP TYPE 48" OOJ UOd NAILS s 4" O.G. U/E -AP —AT11- tUt 12" 161L SPLICE 2x4 3TLCIS ®I6^ Or-V 2.4 M - MID SPAN 7 lUKOC FRAMNS WALL) SWEATHKMG 2X4 WD. STUDS s 16, TLC, 2X4 BOTTOM PLATE 3/4' PLYWOOD 2X4 BAND BOARD 116° FLOeOR TRUSS 24' 0= TFEZ5 41+--PGR rER TRUSS PLAN U HLOO" W I°SBAR s STUD COCNECTING FLOOR TRJ55 TO Zed FLOOR STUD BLOCK To 2ND. 15TOR-r `_5TRF f'PINC, L NOTE: SEE TRUSS MFG.", f `GNf E RIND AND LAYOUTS FOR TRUSS T< 1T'RUS, CONNECFORS 200E TIC_ 53S ANCl 402AGF_ ryoTr- t) 133E (i) TYPE "C' (OR NTE. ---AWN ABLE TIE) FOR TRUSS TO WALL < 2 BEAM CTiO N UNLE55 NOTED OT',3ERIISE (WLOJ 27 USE (1) TYPE 'A" (OR 6NTERC34A.W Aa-E TIE) FOR TRUSS TO P.LOCK WALL CTION (UNDJ 3) USE EPJt426-N (OR INTERCHANGEABLE TIE)FOR ALL JOIST HA ER C CTtONS (U40) 4) LB-- (3) 461 OR (3),131 x 3 V4° P.ASELODE GN NAtL TO FASTEN JAC11 TO Pb F GIRDER (T+B) 5) GABLE TR315SES fJtIRE (1) TYPE 'A' OR (1) TYPE "C' STRAP AT 45' O/S FROM CENTER OF TPo355 6) ALL 5Ti D6 SELOLS7 GIRDER TRIZEES SHALL BE EITiER COtNECTED s+t 5 5P4 STRAPS TOP Ah'D 60TTgi kN ADDt?ilYN TO GT4R STRAPPR ON PLANS. SIMILARLY, 4X4 P05T5 REC,2UR£ (2)-5F'4'e C'T! EAG: IBID- 4X.6 POSTS R.EQUfFE (3) 5PEACH END. ONEACEND. BHM 7) BOTTOM HALF OFTV6TRU55STRAPS50, `LL BE E17i-ER t3EATLY Ul D ' ER D0- 15LE TOP PLATE OR NEATLY FASTENED TO VERTICAL 9TUD OR POST DEPENDiwl ON ALtC TIENT OF GIRDIEF, AINV STUDS OR P05T BELOW. SEE ST 5TRA: P&+ K. GI4 It AND tad FLR PLAN 7IC E=IVALENT MAY BE SUBSTITUTED FOR HAND NAIL DE6IGNATION5" NAIL YA1_.t1ES __.. BASED ON 'NATIONAL DESIGN SPECIFICATIONS FOR WOO, CONSTR .;TION FROM TABLE 8P.- - '°NAIL5 AND SPIKES - LATERAL. LOAD DESIGN vALLF- 6' NAIL SPEAR VALUE (&-) ad IO3" 611 I4S' HELD BACK 1 GABLE END BRACT DETAL aM, t" SPEED '00 PH, MEANWALLt-E NIT L11 TO aV-O' 400-C 40-0- 0 ROOF TRUSS LAYOUT "D" CIME M TiA7 kkJ iv2x4 AG{t R E. A•£ 1' I6^ 4°=• - s•-c e rs-- 3s?Ad,E 24" O _O4'O" b' Kr' b 10' - 8 Io 8'-4O Y2 9" - L' BR4--E MJST EXTEND AT LEAST W% OF all, L11T GAE.LE TRIS5 -.....-- S A3S s 3'- 9" OG. CR 2i_4 5FFZJG,E ORBETTER2 _ L47RAL e-4CE5 4'-0'--bi'fu1P PIPE Oi;. A;T,3CFl (2)1'od TG3c-Ndkts i \ (48" oc-) kpd NAILS 7 -- _...._..?21d'RAfL5 s 4' O.C. 2r.4 Dr?YYd1ALL T'A2LER-'' ~ TOP P PLATE L TYFICAL G45LE ATTAG41- 1ENT J WOOD FRAMIBND WALL. NO F. n415 N5.ALLA7KN IS IN APDITON TO k'AGWd F-.O,lPEMENTs OF TRUES MAI`t FA-,T, % SR P,!)S T y C? c F10X,, T 1i- 3- 8 Fi12 a a FT12 ! F% FT8 I i ! FTb__ 4 FT8 I FTb1 1 FTbI 9 FTS I I FTb I ! FTb ! —— 2x,4 LEDC-ZR TO MATC44 50TTOM$ 2.4 MOCrW,s 43" OC- CJ40FlP 5LOPEOF 5 J56OF TRf`5 ATTC.C,N TO UlEt35 wr11 4 CI.i15TPR^a 'L° BRACE OF t7) O<i 'MAILS __._..._ ATT D Li/ iOd NAILS s 4" OG. irPtcAL E CT 1 ON DOUBLE °L" SR.ACE DETAILR d O 3'L4TCY4 bOTTO" C Ne-,RD SLOE OF 51- 1550P TFaV f•-2x4 E5LOCKW aP' 00 1 TAC11 TO -E35 W9 ;4CLt,5'Ein .._ f3RAC'c G>; } °tLd 's 11 ..____ A TTACMEDW/ ivd NA1 '3 A" O C_ TY 11L 34N^ E "L" ET2fi.C,E DETAIL o 40 p-03 1- 0 11- 1-, FTi 20-8_0 J D@ 48" OXc f -- _ 4pC- O _.- 0-0 FT15 F T15 4i115 - i I 1l- J FT15 9 Ijt , E E Tl" UE- 7 E CF 1I XG I an d d d d d d d l LLI J 500 14 -4-0 I 19- 4-0 10, FLOOR TRUSS LAYOUT V i ) p i 1 LL zsa3= LLJ s>. fa as a Lo JE ae z sB 5ss i oeFm gc Y I erg ry ae,»• L recxQd oy a..wi Gai9: Ai-22A9 sheet of: 11 0 222N i RODtJGT _ GOMRL IANGE ---_ NER _--- 1DESIC2 LOAD5 (LBS.) UPLIFT GOD E GRIP iOra LISTING FASTENERS MAX. Dt L/5YP SPF.--- A META18 GONGRE i-E STRAP 5BGG1 °60 3 - (1 i 14-IOdxi 5" (2) I j 10 i6d - 1 00 14g5 F15 - - HURRIGANE GLIP --- — NER 3,13422,432 4-d, 4-F-d W55 455 265 C, 2T516 TWIST TIE NER 413 14-I0d 3116 1000 3(a0 D LSTA30 STRAP TIE NER 41:3, 443 22- 10d - 1670 1670 IOOOCHU526511,10-LE SAGE MOUNT HANG NER 3q3 i4-16d d > 6d I 1 50 IIIC) F N--- 4 ----- O33 10 0U526--2 DOUBLE FAGR MOUNT HAI~1 >RR .3 3---- 4-16ci (6r -1-i5 ML MF3HA3 6/_7_25 MASONF'U HANGER £3" `BGGI 1603 I,3-IOd, 2) ATR -3/2/b x 3" . 155 Ib35 1355 MH MBI lA3.56/1.25 MA5ONRY HANGER q.25 513G I g603 14-10d, (2)_ATR 34' 3/b x b" ---'05O 3145 2 6Ci T M8NA3.56/11.25 MA`3C71 iR.Y NAN a1=R 12" `RGC,9 q603> 14-1C (2)_tT? 3ixt"3/b X „— 6050 3145 2260 0 HDE5A HOLI)OWN TO 3" WOOD NFR 5g346q (3) llb`sib A.B. j 2.5661 6465 4650 SP4 TOP PLAT AN(1HCRS 4X NER 432,443,41111; 6-10d x 1.5" 2ci1-1 _735 -- 530 R SP6 TOP PLATE ANGHOR OX NER 4 2,4434,1(? 6-I0d x 1.5" 2HIi -135 53O _ X 1167T-2 HEAVY 6,1RDER TIE DOHN NER 432 £5-10d 4 3/4"3/3 or 1 BP 5/f>°3i, 2f 333 b665 64a5 AA BG4 P05T ANGHOP i GAR 4x4 NER 421 3-16d & 3 16d 3100 Tf50 100 E3 3 BG6 POST ANGHOR i GAP Ox6 NER 429 6-IOd 6-16< 4100 1050 -150 GC, 56 46 POST ANCHOR $ GAP 4x6 NER 421 6-16d 4 3 I6d 5100 q30 700 C1,- HT52O HEAVY TWIST- TIE _____,NER 413 24-10d x 1.5" 4430 1450 1245 I--.—_ _HL)2A HOLDOWN TO 5""HOOD NER 3a3,46'7 (2) 5/B"3/b 12150 115- 2000 2_O HEAV( 6GNGRETE STRAP NER 3H3,461 _(21 94-lOdxl'_3" (211u 14_IC d I-L35 14N5 IH2 — - - 11M } IETA C.C?-MT12z E3 1-IOL.I>DdN ...NEE 3 3 432 ---- 4_I6d 1 r xl5" (2)p1 15 16d - 2130- 1f 6OA2OGONGRRTLSTRAPBIER3g3,46 (I i I-71 -- r -ND 1t3 0K._214" L) A --1-4455._ 4455 FENGINEERING w w 2 0 U) 0 0- 0- i93 2Yo tip Mg Lu fiQo mmf Lo k E5` s g FcS ill 7N ass q P. o$?a 9u5.5tigF$ A5. — d!awn by: Grow deSXfi s. i dwCketl bY: avEw GaW: 4122-01 sheet: 7 of: cl 13 O' W Io- kold NAILS WALL STL715 I HEADER V Ill/ 14-10d NAILS ROOF FRAMPY, MEMBEIR SEEFCO HA T - BOTTOMOFHEADER6C44EDLLEFORTCTORFCIUS& STRAPS) LEADER DOUBLE TOP PLATE 2) 2.1, 2 W/ V2" C-DX R-JTCHIA61 06B OR CDX EXTERIOR SFEATHW. NAILED W/ LOd GALV, 4'OG.- PD6EE ANDjjj 12' Or- FIELDHE4c>E:R 5--ulDs 2.4 F" WALL STUD W1 3) /; DIA ANC" OR EALT5 TO E3`- OCr PULL LEFGTP WALL STUDS kD ' ACTORS P7 I A- 7 mz it50L 5 EMBED 0",lfN- LOCATED UTHIN r.' OF EACH -'- AND 32' OC W;O-Lod NAILS BOTTOM MAX, ELSEUFERE f WALL I HEADERSTUD2x4P.T. BOTTOM PLATE J' STRAP EVERY OTHER STUD FF,:lAt-llNr;: AND CONNECTIONS FOR OFEININ<C:5 j3LQGKJWi E EQUFE2-,- Ff?OVIC)-- 2X4 BLOOKINC- IN THE FIRST THREE FRA1 31N<2, SPACEe, AT 48" O.G. REMAINE)ER TO BE FLOCKED AT Of-- OR RAT RUN, rASTENINC, F45TEN FLOOR SHEATH--IJNG TO FRAMIW W/ ad COMMONS OR ad POT DIPPED nALvANIZED N41L6 ATTHE FCAL LOkUINCz 51" AGiNn: 1) 1-" CN CENTER AT ALL F'ANEL ElDr--E FRANINr,; 2) 12" ON CENTER AT ALL IN7E IEI)IATE FR4MINIf-, FFAT fiNC3 ol 24" OIC) I PLAN PROVIDE 2. 4 BLOCK14G ALL FLYU)OOD PANEL EDGES ZONE 86 NAILS AT I.' O.C. OR d NAILSAT 4' OC- OR E,SX tVAL FAEMATr- EaUALIYAL]ENT F`NL2BtkTlC MAILAT NAIL AT 5CFFORTEP EDGES EDGES AND r, AND 5LO0QAND B' Or-- r---FR FIELD FOR FIELD FOR D41'.t! AREAS RCJF OF Pool TOF PLATE I ROW OF ElLC--KIl IX4 X- BASEa- CATSNETFRLME WALL F- 0 BLOCKING BERLEEN STUDST-"\ DF TAJL , TYP, BAR TOP WOOD TRUSS 5TF-Af'FED AS 6t401UN ON TRL55 LAlOJT A v 7X - TOP PLATE T D5L. 2X8 FADER FOR -v-o. MAX, OPENING, DBL. 7)-,'10 FIFFADER FOR Ell-W MAX OPENING URO' 2x- BLOC.Ktl` rl AT MID - SPAN Ic'. O'C' 57-V 5PACIWI FOR NT 5R'FRAFE WALL PLATE A,OOOR EVERY L-LA- Llz/ [--I EVERY OTHRTUESD (TYR) ElLOCKIW-i e 48" O/C MAX. IN rlR'5T THREE SXPANVON BOLT FfR4NINCi 51"AGE& 4 96` O.C. THEREFORE ANGE 24* 2X SPUDS I& " or- W, EVERly OTIER 5TUO, 5TF`LF` TIE (C) TY P ROOF SHEATHING - NAILING PATERNDETAIL. LINTEL WA - 5 EAR 2X RT. WJ-BOLT OR EXP. BOLT 45' 0C, SEE ANCHORAGE VERT - AL FILLED CELLU)M 5 BAR CMU TO EXTERIOR LjjAME CONNECTION FLOOF,:) BF-4CIN. G AT ENDWALLS IB - FRAMING & STRAPPING WD' IN TERIQR BEARING WALL WOOD TRUSS STRAPPEDAS rPOU4 ON RU65 LAYOUT 2-2X4 TOP PLATE 2.4 ENDS V,• CC—/ @FILATE Al EVERY OTHER SIM " (TYP. STUD 1, 12' X 5' EXPANSIC14 BOLTS 48' OC- -- -/ NEWAIMEMDOOR WOOD TFIJ55 STRAPPED 45SHOWNON TPU', T' , LAYOUT 2X- BLCC",36, AT 1- 105,12.14 V" OL], 5TU`) EPAr-W, FOR NT, 5fFIC,, FRAME WALL gf- LATF ANCHOR EVERY OTHER STUD ( TY'P. TOP 4 BOTTOM) V2'X5' E>lF, BOLTS 32' CC OKW fRAMINGA SjTRAPPJqG-- KNEEWALL OVER CMU 4-4- EXTERIORWALL SHEATHING -- NAILING RAT FERN DEIAIL TRI1155 FFD' aaAR w' F r F'T n' -- rl h—'— u—T L-P,T. 2X4 FILLER CUTNAILEDut, 0-306 NAtl- s P.T. 2Xb WI V2- DAl3-i. ill 5OLT5 4 ", MAX W1 6' I' ll FMfiFD (Typ') DETAIL: TTFIC,4L J4ME3 FASTENHNC OVERHEAD ARA(::-,E EDOOR T— s. OiF uEDE PEOUIF-- TENT5 APPLY04FT4 NDOW/ r> OOFMA' UF41- TUSELFR5 FASTENING IET"OD IS NOT 5FFC9PED, ELfix -EIA)-CILS-FGIZ- A37 poilk5-ANp p0-OF- 11 1) NATL W1,103DIA OR HEAVIER POWERNAILSP' 0/1- AND FROM ENDS TTP- W I' MIN- EI-TBEDMIT INTO BLOCK 2.) Al- 50 ACID 3/16' DIA SELF TAFE'lI' r- CONC. 4NOACRS T"RU WINDOW/ DOOR FF-4t'EEIGHT ( 8) W-44-5 FROM ENDS MAX. A'ND FORTY (401 INKS MAX ON CENTER w 1. NN, EMBEDMENT NTO BLOCK ATTACH UANDOW TO SUCH W/ W &CRELtS MAX, 5" 0/0 AND MAX, V 011C AND MAX, 8' O/C FROM ENC5, I-) N5TALL 31V," ZHAI-ZTrR SELF TAPPW, ICC;"C- ANCHORS EIGHT (a) INCLE& MAY- FROM ENDS AND 24' ON CENTER MAX W1 I' MIN, EMEEIED, NTO BLOCK FASTEN iiIIND TO FT BUCKS IJAT14 W SOFIEI'' a, O c TAX, A114D MAX 8° FROM r ENDS W1 I'MIN EMBED. LN'TO EILICK T-T' FIG/-L BLOCK OFENING [DETAIL fPORFT VIJClr FkSTENW, ANEI 35 F'-F R4MrW @: FRAMING-—STR-ARFI--NG B INTERIOR BEARING WALL PRE EtZ WOOL) 1H 24' 0.1 DOUBLE TOP PL, 2x- EILC AT MIDS Vb"OC5p' Eri FOR NT FRAME 2X PT. 501TOl' PLATE EXPANlBOLT 3210 I NAIL INTO 2KAIL5INTO C--jENE FRAL NOTES C;ENEF'-AL I. LIVE LOADS- ROOF: 20pf FLO'JR-- 40p,f STAIR: 401pIf 2, OND QED ,Oqh 3— F-t,, 3, ALL 11LORK TO ELF IN ACCORDANCE UATH THE F- Br- 2001 CWAPTFF F CNLY UFJTTEN CHAN-,F5 APFIR01,-ED Sl THE PIE CONGF-'ETE 1, AI-j- dk To BE N STRICT ACCORDANCE WiTq TVIE ACI -'Ael 2 mix DESIGN CfE"TEF1141 ALL C-,Ar-F,--TE TYPE I PORTLAND CEMENT. (A TM C 1110) COMPRESSIVE 5TREWTH - 2& DAYS5+ALL BE 2500 r-I FOR SLABS 1-ABS AND FOOTI?,Ll,5 AND 3000 pl FLSBIA-IFRE (UC)4,' T ,jAXff-Ul IW4TEFR-CF--rFI4T RATIO BYWFIGPT POLL CUB SPECIFIED '4ON_A'R AIR COTT-FIE551VIE ENTRAINEDENTRAINED r,TFZW,TW fP.0 CCNCF--TE CO,-, K--RETE 2500 O.a 0,54 B"0'o 05a 51-U, lp- SLAB ON GRADE - OTHER S, WATER - POTABLE c4- ORvF - '01-- N C-FIPLIANCF WITH THE RECUIREMENT5 OF ASTM C- 33 4, FFN7FT-E-c44F--,R SLAB TO BE AT A RATIO OF,75 LBS/YARII, FOUNDATION& - F- —zooTING DE5lCzdq BASED ON ?lNF'lPl ALLOWABLE 501L 5EAPW, OF 2000 Psf- Z IF FOOTW, ELEVATION IN Df5TJPBEIDLN6T-45LE OR L"R11TABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENT, BE MADE PER H15 INSTRUCTIONS- 3_ PREPARATION OF THE SUE - -DE TOFOLLM AS OUTLINED IN THE GEOTECHNICAL REPORT. --OlL, 4. STEPS N WALL FOOTiW-5 SHALL HOT EXCEED A SLOPE - OF (I) VERTICAL TO (2l HORIZONTAL F, CAUTION SHALL BE USED UFI-E-DNOITTG F`,IE EGIJ NT HEAR EXISTING 6TRUCTURE5 TO AVOID TI-F- RHK OFDAMAGETO THE 5TFlil--TU---- 1, BEr IC44, MATERIAL AND SHALL BE IN ACCORID4NCE UATW THE Ar-i 5TAIC- ARD BI,flL[:lW, CODE PEaJII;--VENTS FOR DOHCF-'lTF MA50NRY5TFZUCTURES AC, 53O/AGi 5303 2. CELLS INDICATED TO 5E FILLED B4ALL BE GROUTED WITH 3000 peg CONCRETE (8" TO 10° SLUMP) 3, PROVIDE 25' LAP FOR STEEL s ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF &I"FAR WALLS AND UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL RFIIUFCRCNr, AND SHALL BE FILLED WITH CCNl-F--- TE' F" CONCRETE BLOCK'S F 4164-1- TO AST'll C- ( 25 DAY" 5TF-,D*ST- 2000 teas) Ct'-1500' psi), LAM, IN RL"41w, BOND, 6, MORTAR SHALL BE TYPE N. 1, ALL P-E-EIARS SHALL BE GRADE 40 14NL.E55 UNA, WOOD 1. ALL ODOD FRAMING AND Pf--' WOOD TRJS&E& SHALL E35 DFSt(-T:), DETAILED, AND FABIRGATEP IN ACCORDANCE LA-q 7}l -Cr -EABH 5 OUTLINED N TI.4-E LATEST FR- -DUFES AND F RZ EDITION OF THE NATIONALPE51G-A5PEG3FiCATiONSFORWOODCON5TF.U(- TLoqq. 2. THE WOOD TRUESE' , SHALL- BE SIZED AND DETAILED TO FIT THE DIMFN51rT45 AND L0405 ND)'-ATED. ALL DE5Ai SHALL BE IN VALtLE5 AND SECTION PROPERTIES A55GNED AND APPROVED By THE 5U;LDW, CODE. DE6 N CALCIII- ATION5 SIGNED AND SEALED By A LICEN' ED PROFESSIONAL '-Nrr'4EFR ARE TO BE SUBMITTED TO THE ENGINEER FOR AFIFROVAL. T3. PFF114NENIT ERIDGIIr, TO THE SPAN OF THE TFU55ES B4ALL BE 415 REOUREB 5 EN r THE TRJ55 MANLIzACTURER TRJ&5 TIA-,;uFArURHR SHALL PROVIDE STATETTHAT, T BOTTOM CHORD OF ROOF TRU5SES ARE BRACED DURING UPLIFTCx:N;> TI0N, 4. FOR 5TIFUCTLRAL LLV-lEER, RRC-ADE T.- FOLLOLnW, GRACE AND SPECIES ; 5,11TLIERN PINE 5UlRFAOE5 DR- USEDAT I9M MAX, M. C. GRADENO2ORSPRUCEPrIEFIROUTHGRADENO-2 5. f-RaVIDE raALVANIZED, METAL "A,wFRS AND PRANINANGI;OR5 OF THE SIZE AND TYPE RECOt-IMENDEBBY TFE MAN.UFACTUIEEP FOR EACH UIFF NCLUDW, NAIL5 CONNECTOf-- OF, BG;IlWYALENT) 6. ALLBOLTS USED FOR WOOD C4445TFWiCTICIN SHALL BE A MiNlrk" OF 1/2" DIAMETER AND C,' N LENGTH (ASTM A-a0l) WIT" TIN. 1 1/21' DIAN WASHER UNO 1. RqWD Fp SPACINGS OR OWN TL E 4MW, MEMBERS OF SIZE5 AND OF ep IN&5 5001tL FNOT &P , CC" Y WITH LIMITW- STUD FIFIGI-ITS CHART DO NOT 51LICE STRUCTURAL MEMBERS RETUEEN SUPPORTS. a. ANCHOR AND NAILING AS SHOLLN, AND TO CO"l-LYUjqTH THE RE-CoMt-FEUDED NALTWI 51-S-;EzxA-E FROM THE STANDARD BUILDING CODE, LATEST EDITION. 5. ROOF SI-EATHW- 1/16, 055 OR 12. =1>11 SEE BBAWW,5 FOR FLAILIFIC. PATTERNS, VE—FZFIGATION OF FIELD GONDITION& I. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DiMENSICJL4S RELATIVE TO $AIlF, d1HERE TP7Rr- ARE COWLiCTS BETWEEN ACTUAL FIELD CONDITio-45 Alt> DATA FRE5F-14TEDINTHEDF-4UW-5, luc-H comcJTICP 5 SHALL BE CALLED TO T4E ARCHITECT-5 ATTENTION AND KECES64PY ADJUSTMENTS MADE PER PlS K5TRUCTION5- 2. FOR ANCHOR 5OLT5 USE HUSHES OR E,; IJIVALENT IA-36 OR A-301 STEEL) 3, PROVIDE 2X4 5LOCKWI, ON ALL SIDES OF TFFE RIDGE VENTS UTH " NAILS AT 4° CIS CENTER PRE EWWIEFFED WBOD FLOOR TRIZ5 s 24' O.G. MAX, Al aA TOENAIL FLOOR lTO TOP PLATE Uj/ se, FE44Y NAILS, (2) ON ONE SLDE, 11) aN TI-E OTHER, AIL: INTERIOR BEARING WALL W/ NO UPLIFT I dell by. 11L— by: dd eet s h;;t: I sl of: S 0 j kCTE: 1 1(1 -PAc Ki C.l.Fl¢ G jj ALL. Fi!)lSS: ttt, 'IAL9—j 1 112 " iii NA',DilY` -;4- TAL 0R4Cfi.LT5 36" OC 2Xr, F3RACIhG BRACKET. 5 1/2' 2X12 TREAT 9" I`IOSINC ?'9LtX_ 1X'-- R ISER L,4GKIW- TH ; THE S4E'i cF TWO RISER' __.--- AND ONE TREAD, EXCLUSNE OF THE PROJECTION G)F aNO' , BLALL BE NO LESS THAN 24' NOR EXCEED 25' 143' TO 1 GAP T "F s fl 2xI2 STAIR STRItYEiR s71 ll I--- T 4 1 L c!3 IS) 2X 5TUD WALi _. IXL HR 5RT onrr - LiJ V .R):FED U1A' L a2T 12STAIR 4 Lr AT STAIRS 2%i2 TREAD _ r R3hGr._R C-- NT. 2X4 NAIL 10 EACH TPJ55 MEMBER 1/ u OF C- O T TO Es MEME od I" ROOF I ... `-- 11}{ " SOLIDI ROOF TRUSS .._055 OR 12" *C[)X ... 1 FRAMING / SE(_TM THRU CHNNEY l C1rNTERIGE CHIMNEY IN --- C INTERIOR CE-W,1E1[_ Y DE_TA,I!_ 3/ 4" FLOOR SHEATWNG NOTE, 5EE FLOOR PLAN! FOR TREAD DEPTH 1 " 3.UOC2xi2O' t O.0IX, F2X12 STIRINCER FASTENED EOTTCN A UIF-DC-ED a TOENAILED !, INTO 2-2X10 S TOP YX 5TUD WALL fT _ ! f ICA _ a 6 - t _:. DETAIL, 2x NTL. TO ALL 2X4 STRING ER -j 5141p, tDarwaLL . a 1p' , ' LEDGER r-.-- UN 1 l--'s 1 P, C)Ai. 6TALLATlAi 1- I ! V 1 t^11 L_. ) ._..-_3 _3< .--.-... __^3 ______- - __i_.__—___._ 2x4 NAILER 0101 LFLFT _.. ° OF MT5'o MF1 10d N41L5 Mid. ® OF 31f6" TF4E M9S3ED FILLED CELLS CAN BE REPAID FROM TFU55 5TRAP5 TO PEUT, TAPCOAIS TO Cs 111 eY EPoxY GRG) 55 F£BAR (SEE EPDXY F' ROF'cR'T1E5ANDD SP ECPIGATIlTt, 5 " ClTNCFESIVE MAWACTU," T ER (SVP50N) (EAC=1 STRAP) (E4Cr1 STRAP) LIQUID LPL OR E=IVALENT ") WTO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELLS m-i31 1 4 SHO N ON PLANS BUT NOT FILLED IN THE FIELD i32- 146m 2 T A PROVIDE 6° MfN EMBED. AND 3t4"2 HOLE INTO c- BO I4 THEE SONDBANAND THE FOOTNG O F "A" STRAP IS MISPLACED ~' ORF(iRL-.OTTEN AF TER Ti{E \ 7GP OF BOND BEAM POURMG • F T}i-- LINTEL BEAM \ PP E-ENGMEEIi_F_D SIMPSON AT TOP OF Ct'Al WALL THEN D TRtiSS MTS, CAN 5E Si3B5TiTUTED FOR EACH MISSED °A" STRAP (TYP. U ONPLEASE SE.:iiRE EAC44 MT5fb 5TRIAP PROVIDE 20 Ga. GALV. FOLLCAJV THE ATTACHED TABLE AND FLASHTKs FOR 'RKS i__B(}Np BEAM W/ ACCOIRDli l TO THE UPLIFT 5+40-.1N FRO'l TO SIT ON (I) 5 CONT. THE TRUSS MANLIFACTUREf2 INSTALL ALL ` - ,/ F"f20YIDET5 SPLICESFYJTAPCO^! 5 UfiTI-4 1-1/l" MIN- EMBED. P l IP7TELP.,-"_AM W! {1) 1, G: i.— CM WALL (1) -5 V RTIC L 8" Ci'al WALL—) 1) i VERTICAL C Z SiMP50N fTTS:6 -- ATTACH TAPr... .5 EPDXY GROUT `5 RE R EVERYOTHERHOLE ___ - INTO FOOT"' AND BEAM WI 6" MIN- EMBED. TOP FOOTER NOTE: TAFrONF, 544 RULD BE INSTALLED IN 5TRiCT ACCORDANCE UATH T4E MAl, WACTU-,7-R'5 EEC : _NDATION15 NOTE: EPDXY BE @,STALLED IN STRICT ACCORDANCE WITH THE MANLIFACTURER'S AT . MISSED " A" STRAP DETAIL _9 C MISSED FILLED CELL DETAIL 24° a5 AT 48" 1 24" OC. PROVIDE lU S AT 4B' O.(_. VERT. AND (2)'S EELCAU EA. POST LOCATION FILL ALL 1 CELLS WITH 2500 PSI A\\ CONC, ALTI-5NATE HOB IN FND. BRACE EXTERIOR SIDE OFF WALL DLIPoIY B" Gm COMPACTION OF THIS AREA 5 e 46" OC. ----t PLAT ATEE111c43ENGINEERING 1—) 774— gx3 : ( x 7) 774...5477 Ri OR d`— C 1 5 E PL FOR .-O5T SIZE W613 N..IM1iVpNiE 5?P.tafGS, Fl 3211546iHAi d NV& ERSON FED a>pi3 O s CoNT- C2J SICMP501 T622 (243OLb. max UPLIFT) or GIRDER -- 2) PLY HES RT22112 M30]Lb. max UPLIFT) or PROVIDE OPEN HEAD AT. AT 48" OC. 2) 5EMC0 AD5-2 (3412Lb. max UPLIFT), FOR WEEPS Si- OPING 2x4 POST SEE GRADE AWAY DcuBLE TOP- PLAN =0R Giti.ANTlTY FR:Jhi HOUSE PLAT- 4) s------- t_.• _ CONT. AS 2 0" _ 3° CLR CCN. TYPJ RETAINIIdc MALE AT PATIO NOTE: BRACE 3fDE GF WALL GFdATELY AY_s ACT4ON FORPATIO SLAB. LEAVE BRACES M FOR T DAYS AFTER PATIO SLAB i5 DET,41L for ( 2)fe---1-U35TITUTICN for NAI6 GIRDER C ECTI[ON VA jgs' 3 a$ gm$ sad CID gs LIJ a Fn 0 8£ g£ Sg C s 5g58s` s eYm Crslr4Zsed i»': M -.— d— by h- d fit, by aww d 09-22- 01 sheet: 0 t HANi RAIL iO HAVE A GiR ULAR C3 GROSS SEOT10N OIAt/iET R I TiN N 1 1/2" TO 2", OR TO FROVitsE GROSS ScGTION 6d17H EQUIVALENT ILI GRASPABlLIT°r" FERFORMANG T REFER TO FLOOR PLAN FOR STAIR SEG710N 5FECIFiG TO THIS MOiDLL t 31° Str*3-`rLOOR FLOOR TRU55 2xe STAIR LEt7GER GONNEGTn TO FLOOR TRUSS WITH IOd T-- IX RSERzz NA1L5 46" O.G, 11 2Xi2 7READ l to _ t-- ILI ATTACH EACH 2x12 STRINGER TO L.ED6ER WITH (2)16d NAILS THRL) LEJ6ER INTO STRINGER AND (2)IOJ S NAILS TG?E-NAILED ON EACH 50E s - — ATRING- RISE TO EACH STRING -ER va/ )sd NAILS ATTAGH TREAD TO EACH STRiN6ER i^V(3)IOd NAILS 2X12 STRINGERS AT S1Di=S AND CENTER OF STAIRS TOTAL STAIR RUN WITH 2X4 SPACER AT S10EENALLS, ATTACH SFAGER — ---- ------ TO EACH STUI:J KTH (2)IOd NAILS MIN TREAC) = g" EXCLUSIVE OF NOSING T.5. gEx ae SA a. rJ2 W k g E e m by de, by d 09-22-0t sheet n of 9 0 w 9 3 1/2' CONC SLABOVER MIL, VAPOR HARRIER OVER TREATED 000D F`06T GNPACTED FILL flLR PLAN SEE FLOOR FLAW 2 5 REEIAR& 4-11ICKENED SLAB ATK BEARING PORCH POSE` 1-14 GUARDRAIL ELEVATION RBEWILA55 FELT OVER, WOOD TRU55ES 5TRAPPFrI AS ON TRU55 L,"I'OUT rX2 P.T. OAR TXa cz:>R OVER ?x(l 3/a. P4,E 5UBFA5CIA 2>R 1(2' EXT61RADE W/ CCNT. ALUlt LRywAi- L VENTEO &OFT'IT 5EE R- r- PLAN DE3L, 2x6 t F-4r)Ell. FfR STRAppiwl - ------ FOR 4'-6'MAX of-ENIWI' DDL- 7x10 PEAD ER FOR 3 V21 Clow- SLAB MAX OPEWW, UtLO, W/FIBERT' IE&H ON --.-U06O F'05T CLEAN, COMPACTED PER FLOOR PLAN FILL V MCNOLITHir- WRAPPED W6Tu-_cO FTC. W 2 - 5 5AR-5 N, FOR P05T512E rGRAPE SECTION @ COVERED PORCH cp T- 1 fliCAL SIXIC-0 RMN4 fALTFFNATE R/5 CEDAR FINISW CGS. SLAB TY-fl, rlclTRESS - TEMPEV TR-65 LAYOUT 2-2X10 ULES5 OTPEPOSIE NOTE CN ILOOR PLAN TlE.' ONE EACH 5)DF) WOOD r- 05T PER FL-'^, R FLAN FOR POST SIZE p ELEVATION @ REAR PORCH POST MONOLITHIC DEIAILS c.JIMILAR U*CL) BALUSTER W DEC. WOOD RAIL ABOVE THAT F3EET5 RlA&F` A5ILlTY CODENa ELL POST- TRIM IX13 a RR r-I&F3 V/ 22" aASE& OUTSCE) IX12 C, RR eKJRT504RD CIT4510E) IM- PERIA X)OD RAIL LISTER CA, ALL RNE4TP 7X4 NE OCKW, ® 24'0,(- FAlOF —4T i-Yf; LATERALVLJF-ORT TOP OF FRAl"E WALL 2) 126 NAILS TO ROOF TIR-RSES) CTYF`d 27 d?d NAILS (TYP-) 112' DRYWALL- 2 - 2X TOP ice' -ATE W/ 'Al 32, O/C L12' F) Fl-WA-lL ------- - DATT VelJL4TK-,M 6— -- MIETAL L-- Cl/EP i5' FELT OVER TOP 0- FRAME WALL 2x STUE" 5 16" O/c 2X VOTT. PLATE WJ AP.. 32, O/C 21 O/ C ITITERIGIR f- c'Rc'HNB BRACING AT NON —LOAD G. l RBR EXTERIOR WALL DETAIL 7x6 4A? 0--RAL W/r,LCM1ED RAIL CAP AE3o' /E THATMEETSrllllA',F`AaILITl' COCIF IXU G. FIR 6,KfRTE`0Z.FD2X2 11ALlllTFl- HANDRAIL OVER) X 0C t IAXITYF' DEC. WOOD RAILEt Z</TX12 ELITEXaSTAIRC/71 7F- F-AST WALL 1 V2 T A I R R A I L S) I ENGINFEERING 7) TT-e z F(4.7) n— a SIPIvs, IL DETAIL CP HANDRAIL " mq sin Z -in Lo If W It I o I'MI Fads to t o ItEnUH by: rA r— O—k. db,fseta ns-2a-oaa