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HomeMy WebLinkAbout129 Bristol Forest Trl (2)A9 of PERMIT D9• -ES#S6r; CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS Centex Homes 385 Douglas Ave:; Ste 2000 - Altamonte Springs, FL 32714 407-661-2176 CGC 049689 PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # (_) V - D, a 1 DATE % 0 V I ON - PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE C�- / Q- ----jYR[BFHOAT WiEWAY i---- City of Sanford Certificate of Occupancy This is to certify that the building located at 129 Bristol Forest Trl for which permit number 04-2231 was issued and has been completed according to the plans and specifications filed in the permit, to wit a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Odom Engineering: D. Richards Public Works: J. Crompton Utilities: Richard Blake Fire Department: N/A Zoning: N/A Centex Homes Property Owner 11 /22/04 11 /24/04 11 /22/04 11 /22/04 .. 11/24/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: 9 1=_=3 CONTRACTOR: PHONE #: **** Single Family Residence**** 11/19/2004 04-2231 129 Bristol Forest T'Rl Centex Homes Brant 407-947-2045 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ■❑ ❑ Fire Public Works []Zoning ❑ Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FILIAL INSPECTION DATE: PERMIT #: CONTRACTOR: **** Single Family Residence**** 11/19/2004 04-2231 129 Bristol Forest TRl Centex Homes PHONE #: Brant 407-947-2045 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑ E gineering ❑ Fire 4ublic Works "�d []Zoning / .aa -o ❑ Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL... INSPECTI& N **** Single Family Residence""Ito 1 1 1 4 1 -4 DATE: 11/19/2004 m ,, :_ PENT #• �� C> ► + ADDRESS: 129 Bristol Forest 'I'Rl 0 i' O 1 O u CONTRACTOR: Centex.Homes PHONE #: Brant 407-947-2045 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering 7PUWorks s CAL ���z�oy ❑ Fire []Zoning ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I LMBC1001 CITY OF SANFPRD -_ Address Misc. Information Inquiry 11/22/04 08:54:57 Location ID . . . . . . . 248385 Parcel .Number_, . . . . . . 22.19.30.502-0000-0780 Alternate location ID . . Location address . . . . . 129 BRISTOL FOREST TR Primary related party . . Type options, press Enter. 5=View detail Opt Description _ PLANNING & ZONING COMMENT _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information PRESERVE AT LAKE MONROE *************** LOT 78 ********** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2231 PD 6-17-04 SEE REC#6899 3/4"WA METER SET FEE $190.00 PD 6-17-04 REC#6899 METER MISSING WILL NEED TO PAY $190.00 FOR NEW METER SET 11-16-04 PG SET 3/4" WA METER NO CHARGE PER FC DOES F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel . � FEDERAL EME ._ . RGENCYMANAGEMENTAGENCY O.M.B. No. 3067-0077 * NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: 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 129 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 78, 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 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3, STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12117CO035 E 4117r95 1 4/17/95 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. ❑ AS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? . ❑ Yes ®No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building UnderConstruction* ® 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, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/Al 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 of bottom floor (including basement or enclosure) 13. 8 ft.(m) o b) Top of next higher floor N/A. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) N o d) Attached garage (top of slab) 13. 4 ft.(m) M -6 o e) lowest elevation of machinery and/or equipment w Cl servicing the building (Describe in a Comments area) 13.3 ft.(m) E ro o 0Lowest adjacent (finished) grade (LAG) 13.1 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 13. 4 ft.(m) CD 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. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by Ane or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: JAMES J. JILES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 7 11/16/04 (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, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 129 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC.Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certifcate 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 or enclosure) of the building is _ ft.(m) _in.(cm) ❑ 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 Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the 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 drdinanr_� to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. ❑ The informalionIn Seciion C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elev-611on,informatigh'. (indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community cfkial comp!eted.Sectioh E for a building located in Zone A (without a FEMA-issued or commun'ttyassued BFE) or Zone AO. G3. ❑ The following inforrnaiid (Items 64-G9) is provided for community floodplain management purposes. G4. G5. DATE ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement Gn. Elevation of as -built lowest floor (including basement) of the building is: _. _fl.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ fl.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 78, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: FOR THE BENEFIT OF AND THE FINISHED FLOOR ELEVATION OF THIS EXCLUSIVE USE OF: STRUCTURE MEETS OR EXCEEDS THE COMMERCE TITLE COMPANY THE REQUIREMENTS SET FORTH IN THE COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CSX RAILROAD R/W OLD MAIN LINE TRACK (UNPLATTED PER THIS PLAT) 50.00'„ N54.23''11 W 7� .6CS., 1 0 LOT 78 ; z 6,250 SQ.FT, t I D I � I m 1 1� in 1 1C M I y 2 m 1 > 6.7 b i m I,p -' 5.0 40.0, .0 (i1 D Z LOT 79 N W > W C) R. ONE STORY c CONCRETE BLOCK L xm Cp UT 0 (D RESIDENCE FINISH FLOOR 0 { ELEVATION=13.77 m .� O D n m m 6.0' z 4.0'6.,',.' 1 ro 5.0, N �L. ' 20.0' r 'C/W. .0 . I I 3' 1 .CONCRETE': I 1 '.:DRIVEWAYe I Ui < ,16. CPO) WALK IS i 10' UTILITY EASEMENT;; WALK IS 0.2' OFF 1 0.2' OFF S54'23'11 "E 50.00' N35'36'49"E- I 25.00' \7 Q135_85' — ! — 474.48' S54'23'11"E CENTERLINE OF-) RIGHT-OF-WAY 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 11-10-04, 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, THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. THE SOUTHERLY LINE OF LOT 78 (FIELD DATE:) 7-9-04 SCALE: 1 = 30 FEET REVISED: APPROVED BY: SJ JOB N0. ASM39692 DRAWN BY: FINAL 11-10-04 CKB FORMBAORD 7-21-04 CKB PLOT PLAN 4/12/04 SDO LOT FIT 12-13-02 CKB BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY 1" = 30' GRAPHIC SCALE 0 15 30 LOT 77 /I /YPI 610.33' LEGEND — — . — BUILDING SETBACK LINE — CENTERLINE FND NAIL AND DISC — — RIGHT OF WAY LINE LB #68 (11/10/04) J4 EXISTING ELEVATION FND 1/2" IRON ROD AND CAP O _ LB #6393 (11/10/04) CONCRETE CNA CORNER NOT ACCESSIBLE LB LICENSED BUSINESS A DENOTES DELTA ANGLE LS LICENSED SURVEYOR L DENOTES ARC LENGTH FIRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE (P) PER PLAT PI DENOTES POINT OF INTERSECTION (M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL S/W SIDEWALK A/C AIR CONDITIONER CP CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT - C CHORD LENGTH CHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R POC RADIUS POINT OF CIORVE POL PCC POINT ON LINE POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LEI#6393 1030 N. ORLANDO AVENUE. SUITE 8 WINTER PARK, FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN. CHAPTER 61G17-6, FLbFiDA ADMINISTRATIVE CODE PURSUANT=TO' CHAPTER 472.027, FLORIDA STATUTES._ /f y FOR THE FIRM JAMES JAY JILES PSM #4997 DATE CITY OF SANFORD PERMIT APPLICATION ' Permit # : C) ) A Date: Job Address: BRISTOL FOREST TRAIL Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: v Zoning: Value of Work: S 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines" Plumbing/New Residential: # of Wate Closets Plumbing Repair - Residential or Commercial Occupancy Type: ResidentialCommercial Industrial Total Square Footage: Construction Type: # of Stories:_ # of Dwelling Units:_ . Flood Zone: (FEMA form required for other than X) Parcel #: 22-19-30-502-0000— P% �0 0 (Attach Proof. of Ownership & Legal Description) Owners Name&Address: CENTEX HOMES, 385 DOUGLAS AVE., STE.#2000, ALTAMONTE SPGS., FL 32714 Phone: 407 - 661-217 6 Contractor Name & Address: PATRICK J . KN I GHT/CENTEX HOMES ( SAME AS ABOVE) fftfte I nic Xe%.mb,r- CG C049689 Phone:& Fax: 407-661-2176 661 4 I otaq F o0n, Ct K qA NES Phone: 407-467-2643 Bonding Company: NA Address: NA � 0n0nq Mortgage Lender.. � � n `� 211114 Address: Architect/Engineer HURRICANE ENGN: ERIN ` Phone: 407-774-9003 Address: - I: 6 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the'work a d ` ti laho "Jin ite.certify that ao.work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to -this property that 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 [ w' tify t owner of the property of the requirements of F o da Lien aw, FS 713. 2004 Signature of Owner/Agent Date Signature of Con clot/Agent Date PA . M GHT Print Owner/Agent's Name Print tractor Agent's Name APR 1 3 2004 00 +} n Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is X X Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: t� ! Zoning: (Initial & Date) (Initial & Date) Special Conditions: wv,� Utilities: FD: (Initial & Date) (Initial & Date) �oti r a�B C' C r .2 Expires 3/29/2008 a Bonded thru (800)432-4254E Florida Notary Assn., In ...................................... c u...a - �. ` SANF�RD - _ STATEMENT NUMBER 104-76166 DATE: BUILDING PERMIT NUMBER-� UNITADDRESS: .... J4,� . ... ... .... .... ............................................... .... .... .... .... .... .... .... .... .... .... .... .... ..... APPLICANT NAM.0 ��:A . ... ... . LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.0O SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.01.') STATEMENT RECEIVED BY: _ _ -- SIGNATURE: ..... ... ... . ... .... .... .... .... .... .... (PLEASE PRINT NAME) DATE: ~ ... .... .... .... .... NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERM�T., PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THEAPPLICANT, 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 SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SH/~ULD 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*** *******************SINGLE FAMILY BUILDING PERMIT******************** R loll is Ill It all it aat a am a aat at all at an a an ik as at tat t task This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL .32714 Permit No. Q y— Q A 3 I NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05269 FIG 1719 CLERK'S # 2004058418 RECORDED 04119/20 4 1204:46 PM RECORDING FEES 6.N RECORDED BY S O'Kelley THE UN13ERSIGNED 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. 1. Description of Property: LOT 7,f ,PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: NTEX HOMES' 685 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A CERTIFIED COPY WIARYANNE MORSE 7. Persons within the State of Florida designated by Owner upon whom 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 from the date of recording unless a different date is specified) Debra A. Riffs s / OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTB SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE Pa THIS APR 13 ?o0# BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION r0dit 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. a e NOTARY PUBLIC �•npen•hq•n• n•n•nn.. W W OMN��•a s JACKIE CAINEjM �WNNIur ,���,,,.��,,� • Bip YP� E�� VPr0 52Au 5aN .......... ,,.._ No!5oyAs n., Inc .� CITY OF SANFORD PERMIT APPLICATION Permit # : Oti ` 2231 Date: 7 Z o 7 Job Address: 1217 005161 Fcre:Sf 72,�`l Le Alwroe, enn/ ecup— — Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Vl*' 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 'di Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential 7Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership &Legal Description) Owners Name & Address: aenint tjoMP_-S Phone: Contractor Name & Address: Phone & Fax: "G Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S. AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the req �rem�nta'of Florida Lien Law, F l3. Signature of Owner/Agent Date Stnature of Contract /Agent r Date Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Date Zoning: 1'r- /t [iilll„-F7 Print Contractor/Agent's Name T SLnatary-' Dt S '119NNTON Y COMMISSION # DD 1BW1 EXPIRES: February 25.2007 C FI?6Wond lFKflbiffM%e Utilities: FD: _ (Initial & Date) (Initial & Date) (Initial & Date) '.%4 es / �/+ z! (!•fie j P€3ml; `T6�'ypQr Bvui ,.eg t�iTtit i { rmj K`t" -. clan € C•. Se *ic;' �S'T��l; `i :i�2:� �e53E,1etdt�(c�S •`~_P_ �`�f53]-�w�'3dext��Z ��}x"?G�j�3.. l;?'C�ii { fr- rr >^ _.� R:. uYrc} 'di?rh sib/ New : F cs"}c: w r.s ©`Gw,tiaes }Co€a&e( Pepg r - Residell al at Co-jrmtct;',erzl ovvulap,qdAe)'Type: Fle5lEl�eili��l �fl�ae-�i sEaal � � "'--•-.._ . �.1(tJ�i5e7.tal it VLAI ;7e 6yE1o.t'e Fft'vttgg.e: . Cgn5troetion Type: � of �tafr�e5: V on Da. eflLng Uwty: ➢ctlgt ��e: (F g`MA fall'PF t* E4'FL 'FP '% aeb rtr"f r31- 37��5^'S)d31�! (r?•.5 ��: Ehescripli "r�'8}' FJ'n'nef5 �'d 2lTle /\C1CtrE5S: - /a�(l ly /r Ai1/ CCnir2ct.or Nan e Art 0-t Phone Fr,a: T 1.17'm T� Bonding Company: Address Mortgage Lender: Address: y P.rchiiect/Engineer: phon`: Phone: kddres's Applica ion is hereby aad€ Eo ObLin a p , n t to do the. sro; l end ins allae,onS.. as indicated. { se t a`y ehaF n0 WOTIK or inst2llation has issmnce of a eoamien(.edprim to th pe iii aid ihae nil x o k eid11 pro,,, d W FyMtP, sf-nda; ds of all laws nep -lei nb cm_"4 Gaon in this jtrisdicbon. i glas a Oepa,-aa per -mil rrtusf be secured for ELEC! i--TiCAL WO-R-t;, PLUIdB-G, SIGNS, 'HELLS, POOTti; t U€RHACES, BOTLEI' ; RFATE�S: T,604 S, and AIR CONDITIONERS, etc. OWNER'S AF! l?Ayt i : l cer ;that all of the io egong is aeru-mte and 0.1a4 all rode will be done in co ltznc evi'th all appliczl.l,: i,w:. ; ey;.lJ.ting congL'ur_60-n End zoning. >�� r 'iirwG T OF' I't� u N _OUP Fitt tj r- s O .F COn A I OT CE OE Crf1'L -HCEtb w iT lKA r `},_.UL f n,l '0 / 1 )I') / " Tt.,G i sjlCE FOR 174i r0?/i l Ei3 r S rCl yOIJZ pbO h°i7`Y U yOU tiv = Fa,D TO OE € AII`N rFlt'/af 0—MG, COHSULi W s H YCKT.c 7 ENIIDER OR /;J.I A iiCRr?E` BEPOF F t ECOFJ17dG YOUP rdO TICE OF C'0�)11HiLNCElViENT. i dOTiCt: L, addtaro-a to lbetegOirenents o; this PeTMI it, the e !ay be addic onPl ,es oticns applicable io d»s r)ropemy that may be found ir, the Puvlic r or-ds of ih'is count,; and ',here „iny be additional r, is required horn other govern;-r..;Ll en k es such as a i€r nagemens distTicts, state agencir.,, ,Ir f,.dr l nl agtgcies. Acceptance of peg anti is veritieaiiou that:I ,loll notify the ov/Der of the property of the-equirerren€s O - oa lam a1 V Slgnawre 6 ofOw er/Agent Date Slgnai 01 Cont-aclor/Agent Date OBERT G. DELLO RUSSO P nt Owner/Hgent's ?Jame Prim Con' ac i ygeni"s Name SEP 1 6 ZC14 Signalure of Notary -State of Florida Date .♦F9�4 a ytsr ^i'• ROBERT V. NEVILLE MY COMMISSION ;r DD 212879 Owner/Agent is _ Per,oriall, Knox n to rNie or 'a= EXPIRES: June 14, 2007 ( onl actor/He; �I e sonalF, Kn Y' fir BondedThruNotaryPublicUnderwnters Produced ID — Produee;` 11'I'LI(:\1ION APPROVFD UY: Bldg 1 a �aiq :Inival &D-atel bI� (Inival & [)art) (Inival ct' Dale) 1:D: (hraial & Dar: �-,)tcljl l ondllionst CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centexhomes.com SEMINOLE COUNTY BUILDING DEPARTMENT Effective immediately, and until further notice, this letter will stand as authorization for Nan Holmes, Jackie Caines or Mindy Holmes to sign permit applications and energy calculations for any lots owned by Centex Homes, obtain permits for sameand receive Certificates of Occupancy, in my name and license for the subdivision and lot specified below: Subdivision: PRESERVE AT LAKE MONROE Lot: / � Patrick J. CG C049689 STATE OF FLORIDA COUNTY OF SEMINOLE The following instrument was acknowledged before me this MAR ® 8 2004 by Patrick J. Knight, Division President of Centex Real Estate Corporation, a Nevada Corporation, managing general partner of Centex Homes, a Nevada general partnership for and on behalf of said corporation. Patrick J. Knight is personally known to me and did not take an oath. N ary P lic-State of Florida at Large Commission No.: My Commission Expires: KIMBERLY A. BROWN �Iv COi;� R! cjn,ni;t Ij[i f.)%590 1�1� CENTEX HOMES Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL --:1 Back (> 4r : SeminoleCountr 1 lot 9, First S1. GENERAL 2004 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000-080 780 Tax District: WATERFRONT 000 Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: Depreciated EXFT Value: $0 HOMES Land Value (Market): $26,0 Address: 385 DOUGLAS AVE STE 2000 $0 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $26,000 Property Address: 129 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $26,000 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 78 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1,000 26,000.00 $26,000 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. *** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_tltle?PARCEL=2219305020000O... 4/12/2004 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 (ootages: I. Garages/Carports — sq ft. 2. Porches/Entries sq. 11. 3. Patio(s) sq. ft. 4 Conditioned Stmcturc -� sq. N. �. Total Gross Arca s(l ❑ 3. Three (3) sets of completed Florida Energy Code Forms. ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on (ill, 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 server system connection to . be made. b. Septic tank permit issued by Seminole County I lealth 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. e. 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 cite ordinances. Date APR 13 2gent Sigt/ -.004 Owncr/A natul S.. -- -. ... _-. ..__ ... _.. PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 78, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) - LOT 78 CONTAINS 6250 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2120 SQUARE FEET t TOTAL CONCRETE 491 (WITHIN LOT ONLY) SQ. FT, t TOTAL SOD 3639 SO. FT, t PERCENT OF CONCRETE & STRUCTURE TO LOT 42% t SDIIARF FDDTAr.F (LIP To mJRR1 LOT 78 UP, TO CURB CONTAINS 6800 SQUARE FEET t THIS STRUCTURE CONTAINS 2120 SQUARE FEET t CONCRETE 824 SQ. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 3856 SQ. FT, t CSX RAILROAD R/W OLD MAIN LINE TRACK - (UNPLATTED PER THIS PLAT) 50.00' ---------- N54'23'11 IV LOT 78 DRAINAGE TYPE A Xlr= 31' GRAPHIC SCALE v I I _._._ _._.J 6 15 30 v I � I I i A ,.. I •qf. 5.0. .:.. O 5.0' (,4 40.00' nCD N LOT 79 ry z m rn U1 LOT 77 R. PROPOSED 0 c -P � - 1692 -A o O - - = FINISHED FLOOR -=, { m - { ELEVATION=13.70 E u° A/. C� G n z 6.0' m V) - 5.0 I t 4.0' N y I r.—.— ' �20.D .-5.0' �Y 8` ��ED /72 �10' UTILITY EASEMENT I,-- ry of _ \, %1/1A��,�®�s/ — — R� S 5 4 2 311- - - PROPOSED m 50 00' `✓ - _ INLET - N35'36'49"E I - - - PT _ 25.00' 135.85, I _ 474.48' PI- 554'23'11"E _ CENTERLINE OF) 610.33' ' RIGHT-OF-WAY - - BUILDING SETBACKS FRONT: 25' BRISTOL FOREST TRAIL REAR: 20' SIDE: 5' 50' RIGHT-OF-WAY CORNER: 15 LEGEND - — . — . — . — BUILDING SETBACK LINE . MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY -- .CENTERLINE PCC POINT OF COMPOUND CURVATURE PREPARED FOR: — — RIGHT OF WAY LINE - POC POINT ON CURVEOR /X PROPOSED ELEVATION RECOD CENIEX HOMES PD PLAIN ED DEVELOPMENT PROPOSED DRAINAGE FLOW Z� DENOTES DELTA ANGLE 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE L DENOTES ARC LENGTH:B. DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAUD SURVEYOR PI DENOTES POINT OF INTERSECTION ., THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES. PRIM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF. TANGENCY. '- ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PCP (P) PERMANENT CONTROL POINT PER PLAT TYP TYPICAL A/C AIR CONDITIONER THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (M) MEASURED CBW CONCRETE BLOCK WALL LIST FOR CONSTRUCTION. FND FOUND RP RADIUS POINT ALL BUILDING SET BACK LINES SHOWN HEREON 1S PER DATA C/W CONCRETE WALK CS CONCRETE SLAB FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES S/W CP SIDEWALK CONCRETE PAD C CHORD LENGTH ONLY. PLAT B001( - SO. FT. SQUARE FEET THIS IS NOT A SURVEY GY R RADI US U NG NATURAL GRADE - - - THIS IS A PLOT PLAN ONLY PGS PAGES -R/W RIGHT-OF-WAY .. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL T. THE SURVEYOR HAS NOT ABSTRACTED THE . ,.*-r+"*..*�+e�-* NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, LAND SHOWN HEREON FOR EASEMENTS, RIGHT AREA OUTSIDE 100 YEAR FLOOD PLAIN. , Y `§ s OF WAY, RESTRICTIONS OF RECORD WHICH THE SURVEYOR MAKES NO GUARANTEES AS TO THE MAY AFFECT THE TITLE OR USE OF THE LAND ABOVE INFORMATION. PLEASE CONTACT THE LOCAL - 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN F M A AGENT FOR VERIFICATION "' LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL BEARINGS SHOWN HEREON ARE BASED ON ` r .,;, RAISED SEAL OF A FLORIDA LICENSED. SURVEYOR THE SOUTHERLY LINE OF LOT 78L AND MAPPER. BEING S 54'23'11" E PER PLAT., FIE D A A 1 A w I REVISED: SCALE: 1 = 30 FEET APPROVED BY: Si JOB NO. ASM39692 PLOT PLAN 4/12/04 SOO DRAWN BY: LOT FIT 12-13-02 CKB AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE 8 WINTER PARK, FLORIDA 32789 (407) 426-7979 WALL LEGEND 16c12 BLOCK WALL o W-O' o STUD WALL o W-O" STUD WALL ® 8'-O n/ I145ULATION _ HANDICAP —ACCE55I5LE BATH AREA OALOULATIONS 1(qa2 TOTAL A/C LIVING AREA: 1692 5F GARAGE: 591 5F COVERED ENTRY: 38 51, PATIO: 40 5F TOTAL UNDER ROOF: 2121 5F TOTAL AREA: 2161 5F FLOOR, PLAN NOTES 1692: 1) ELEVATION 'A' SHOWN: SEE PARTIAL PLANS ON SHEET 'A-B5' FOR ELEV. 'B' CHANGES. 2) ALL INTERIOR WALLS TO BE B-1/2" UNLESS NOTED OTHERWISE. 5) ALL STRUCTURAL WOOD READERS TO BE DOUBLE 2"XIO" UNLESS NOTED OTHERWISE, 4) SEE FOUNDATION PLAN FOR FILLED CELL LOCATIONS- 5) AIR HANDLER TO HAVE MIN. 4' CLEARANCE ON ALL 51DE5 AND ENOLOSURE SPACE TO BE MIN. 12' WIDER THAN APPLIANCE. 6) A/C PLATFORM BY BUILDER -7) ATTIC ACCESS TO BE 22"X54', FIELD LOC,ATE}? 5) BARTOP TO BE 40" H_ KNIEEWALL r(/I6' BART b 40'-0•;---------------, '.- OPTLOCATION AIC G . - P,.s,,,oAewo(DF_Lr=*- • I� �► a 25 &- �i�i♦iy�i ' i!♦!♦!♦!♦!♦!•!i!♦A!♦!♦!♦!♦!♦!♦!i♦!♦!i!♦!i!i!i!i!♦!i!i!i!i!i!i!i!i!i! i!i!i!i!i!i!i!i!i!iliilililili!i!i!i♦i• —+! t COUNTRY KITCHEN i 91 • TYiALL 1 rj.�- LE M5TR. BATH ,.. OREAT ' I I 0:I HI �• ACOFSV :ATTIC, FIELV LOCATE 2-CAR (5ARA&E �i �� i! ►� ♦! �i �! �i ►� ESI ►i - �i i♦ ♦< �iI 5L(:;IGKc • • • - 0-6- 6ON0. LINTEL ENGINEERING FLOOR PLAN M <60» bo n♦-w srx: (w'n n�6m PD. 9W 161613 AYOWE SPRWM1, R 32716 nmmfz J. mousm PE/ g616 UM V4'nl'-O' e Nn (�vn ry 1 n O 1 Nn � mn N tV ,+ K z Q J EL O O LL �&y f �u { !n v 8F 1enslo® des1g11ed br d dram by- dmw design a br eww aa+« o2-zao� of: I PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 78, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 78 CONTAINS 6250 SQUARE FEET t (LOT ONLY) SQUARE FOOTAGE (UP TO CURB) THIS STRUCTURE CONTAINS 2120 SQUARE FEET t TOTAL CONCRETE 491 (WITHIN LOT ONLY) SQ. FT, t TOTAL SOD 3639 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 42% t LOT 79 PT - 135.85' I BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT, 1 LOT 78 UP. TO CURB CONTAINS 6800 SQUARE FEET t THIS STRUCTURE CONTAINS 2120 SQUARE FEET t CONCRETE 824 SQ. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 3856 SQ. FT. t CSX RAILROAD R/W OLD MAIN LINE TRACK (UNPLATTED PER THIS PLAT) 50.00' Z CA u C 4 fV rn. 0 �0 m i"=30' GRAPHIC SCALE 0 15 1 30 LOT 77 I P S REVIE �,� ®F Sa QED NF®R® INLET r W - - /..: •: "..:, :.z . ;..� I I N35'36'49"E -i 25.00' UI I I 474.'NE A7-719 S54'23'11"E TER NE OF610.33- THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES I ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF i THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION I LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES I ONLY. THIS IS NOT A SURVEY i THIS IS A PLOT PLAN ONLY 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. . 1 THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F M.A. A T FOR VERIFICATION, BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 78 BEING S 54'23'11" E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM39692 PLOT PLAN 4/12/04 SDO DRAWN BY: LOT FIT 12-13-02 CKS RIGHT-OF-WAY - - BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY LEGEND - . BUILDING SETBACK LINE MLW MINIMUM LOT .WIDTH POS -POINT ON BOUNDARY ' - CENTERLINE PCC POINT OF COMPOUND CURVATURE - - RIGHT OF WAY LINE POC POINT ON CURVE y.Xx XX PROPOSED. ELEVATION OR OFFICIAL RECORD PD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW & DENOTES DELTA ANGLE L DENOTES ARC LENGTH -. CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS - - PC DENOTES POINT OF CURVATURE, LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT - PCDENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY (P) PER PLAT TYP TYPICAL A/C AIR CONDITIONER (M) MEASURED CBW CONCRETE BLOCK WALL - END FOUND RP RADIUS POINT - C/W CONCRETE WALK CS CONCRETE SLAB - S/W SIDEWALK - C CHORD LENGTH CP PB CONCRETE PAD PLAT BOOK - SO. FT. SQUARE FEET R RADIUS NG NATURAL GRADE PGS PAGES - -R/W . RIGHT-OF-WAY - 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L91Q6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 i FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1692 LMR 0-1 8 Builder: CENTEX HOMES Address: 12CJ BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: fly._ a,a,3 I Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4_ Number of Bedrooms S_ Is this a worst case? 6_ Conditioned floor area (ft) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. V ab-On-Grade Edge Insulation b. N/A c_ N/A 9!r Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c_ N/A d. N/A e_ N/A 10. Ceiling types a. Under Attic b. N/A c_ N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit Cap: 30.0 kBtwlu _ SEER:12.00 _ 3 _ b_ N/A — Yes _ 1692 112 c. N/A 152.0 112 _ 13. Heating systems 0.0 III _ a_ Electric Heat Pump Cap: 30.0 kBtu/hr _ 0.0 ft2 _ HSPF: 7.80 _ 0.0 f12 b. N/A R=0.0, 172.0(p) fl _ c. N/A 14. Hot water systems _ a. Electric Resistance Cap: 50.0 gallons R=4.1, 956.0 ft' _ EF: 0.86 _ R=11.0, 230.0 112 b. N/A _ c_ Conservation credits _ (HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1709.0 1`12 _ 15. HVAC credits PT, _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 22329 n n Glass/Floor Area: 0.09 Total base points: 24359 r /-1SS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:�!r r DATE: v -r�-V u 'Cuu— I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: �—� DATE: Review of the plans and specifications covered by this o��srgp� calculation indicates compliance ,= _== .0'°n with the Florida Energy Code. Before construction is completed P4 d this building will be inspected for , compliance with Section 553.908 fq, Florida Statutes. PLANS BUILDING OFFICIAL:QTY OF SAN-FORD DATE: (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A -_ Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area. X SPM X SOF = Points .18 1692.0 25.78 7851.6 Single, Clear W 1.4 6.0 32.0 53.47 0.93 1589.8 Single, Clear S 1.4 6.0 32.0 44.66 0.89 1268.3 Single, Clear E 1.4 8.0 40.0 59.31 0.97 2298.3 Single, Clear E 1.4 6.0 32.0 59.31 0.93 1765.0 Single, Clear N 1.4 6.0 16.0 27.96 0.95 424.4 As -Built Total: 152.0 7345.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adj?A.ent 230.0 0.70 161.0 Concrete, Int Insul, Exterior 4.1 956.0 1.18 1128.1 Exterior 956.0 1.90 1816.4 Frame, Wood, Adjacent 11.0 230.0 0.70 161.0 ase Total: 1186.0 1977.4 As -Built Total: 1186.0 1289.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 180 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1709.0 2.13 3640.2 Under Attic 19.0 1709.0 2.82 X 1.00 4819.4 Base Total: 1709.0 3640.2 As -Built Total: 1709.0 4819.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 172.0(p) -31.8 -5469.6 Slab -On -Grade Edge Insulation 0.0 172.0(p -31.90 -5486.8 Raised 0.0 0.00 0.0 Base Total: -5469.6 As -Built Total: 172.0 -5486.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1692.0 14.31 24212.5 1692.0 14.31 24212.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®lFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Summer Base Points: 72336.8 Summer As -Built Points: 32367.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 32367.2 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 10922.7 32336.8 0.4266 . 13794.9 32367.2 1.00 1.250 0.284 0.950 10922.7 i a EnergyGaugeTm DCA Form 600A-2001 EnergyGauge®/HaRES'2001 FLRCSB Q.2 FORM 60OA-2001 Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1692.0 5.86 1784.7 Single, Clear W 1.4 6.0 32.0 10.74 1.01 346.7 Single, Clear S 1.4 6.0 32.0 7.73 1.04 257.1 Single, Clear E 1.4 8.0 40.0 9.96 1.01 402.0 Single, Clear E 1.4 6.0 32.0 9.96 1.02 323.8 Single, Clear N 1.4 6.0 16.0 12.32 1.00 196.5 As -Built Total: 152.0 1526.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Ad4cent 230.0 1.80 414.0 Concrete, Int Insul, Exterior 4.1 956.0 3.31 3159.6 Exterior 956.0 2.00 1912.0 Frame, Wood, Adjacent 11.0 230.0 1.80 414.0 `Base Total: 1186.0 2326.0 As -Built Total: 1186.0 3573.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1709.0 0.64 1093.8 Under Attic 19.0 1709.0 0.87 X 1.00 1486.8 Base Total: 1709.0 1093.8 As -Built Total: 1709.0 1486.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 172.0(p) -1.9 -326.8 Slab -On -Grade Edge Insulation 0.0 172.0(p 2.50 430.0 Raised 0.0 0.00 0.0 Base Total: -326.8 As -Built Total: 172.0 430.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1692.0 -0.28 -473.8 1692.0 -0.28 -473.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 hill! i _ • ►,. Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4577.9 Winter As -Built Points: 6801.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 6801.0 1.000 (1.078 x 1.160 x 1.00) 0.438 0.950 3535.2 4577.9 0.6274 2872.2 6801.0 1.00 1.250 0.438 0.950 3535.2 EnergyGaugeT"' DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v32 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Lboling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 13795 2872 7692 24359 10923 3535 7871 22329 y,OjTHE S9�0.� P4 O � a `®OD WE"�o EnergyGaugem DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .fL door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and,floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access_ EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from ` conditioned space, tested. Multi -story Houses 606.1.ABCA1 2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12_ Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ok' "10 1 9�' I 1> ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. 1. New construction or existing New _ 12_ Cooling systems 2_ Single family or multi -family Single family _ a. Central Unit Cap: 30.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4_ Number of Bedrooms 3 _ b. N/A 5_ Is this a worst case? Yes _ _ 6. Conditioned floor area (ft') 1692 ft' c_ N/A 7. Glass area & type _ _ a. Clear - single pane 152.0 ft' _ 13_ Heating systems b. Clear - double pane 0.0 ft' _ a_ Electric Heat Pump Cap: 30.0 kBtulbr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.80 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8_ Floor types _ _ a.-.Vab-On-Grade Edge Insulation R=0.0, 172,0(p) ft _ c_ N/A b_ N/A _ _ c_ N/A 14_ Hot water systems T Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int lnsul, Exterior R=4.1, 956.0 ft' _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 230.0 ft' _ b_ N/A _ c. N/A _ _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1709.0 ft' _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc_ Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) TIiH sT in this home before final inspection. Otherwise, a new EPL Display Card will be completed yp = Ardor based on installed Code compliant features_ �K __ a l Co Builder Signature: Date: ^R 0 5 qng 0 yv Address of New Home: t]q BRISTOL FOREST TR. City/FL Zip: LAKE MONROE/32747 *NOTE_ The home's estimated energyperformance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar"tldesignation), your home may qualms for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec. ucf edu for information and a list of cert f ed Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487--1824. EnergyGaugeO (Version: FLRCSB v3-2) 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347L D008 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R ,Job: 1692 08- "2 eIL W,, ._.W° 'Y�. _ ,.ask Pro eC't Inform __ a Io ationy. ; , For CENTER HOMES Notes: Desl n> Inforrnafion a Y Weather. Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 IF Outside db 93 IF Inside db 70 OF inside db 75 IF Design TD 32 OF Design TD 18 or Daily range M Relative humidity 50 % Moisture difference 43 gdlb Heating Summary Sensible Cooling Equipment Load Sizing • Building heat loss 27518 Btuh Structure 19515 Btuh Ventilation air 0 elm Ventilation 990 Btuh Ventlation air loss 0 Btuh Design temperature swing 3.0 IF Design heat load 27518 Btuh Use mfg. data n Ratetswing multiplier 0.98 Infiltration Total Sens_ equip- load 20095 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 2661 Btuh Area (ft) 1692 1692 Total latent equip. load 5056 Rtuh Volume (ft) 13536 13536 Air changes/hour 0-80 0.40 Total equipment load 25151 Stuh Equiv. AVF (cfm) 180 90 Req. total capacity at 0.70% SHR 2.4 ton Heating Equipment Summary Make TRANS Trade Efficiency 7.6 HSPF Heating Input Heating output 0 Btuh @ 479F Heating temp rise 0 IF Actual heating fan 1000 cfm Heating air flow factor 0.036 cfrn/Btuh Space thermostat Cooling Equipment Summary Make TRANE Trade Efficiency 12-1 EER Sensible cooling 20440 Btuh Latent cooling 8760 Btuh Total cooling 29200 Btuh Actual cooling fan 1000 cfm Cooling air flow factor 0.051 cfmBtuh Load sensible heat ratio 80 % SoltlYr1a1 a rapes have Aeee m-uaW ovamkW n Printout certified by ACCA to meet all requirements of Manual J 7th Ed. •+ W rlg hXSoft Ri9MSu:te Resideoal- SS-06 RSR26013 65 E.9PIIes1Cerdex 20021169Z1169Z. 20034W-26 09:10:33 pne1 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P009 RIGHT-J CALCULATION PROCEDURES A, B, C, D Endre House DEL AIR HEATING,AIR CONDITIONING,R ,lob:1s92 09-0s-o2 109 COMMERCE STREET, LAKE MARY, F4 32745-62M Phone: (407) 831-26s5 s Procedure A - Winter Infiltration HTM Calculation* 1_ Winter infiltration AVF 0.80 ach x 13536 fV x 0.0167 = 180 cfm 2. Winter infiltration load 1.1 x 180 cfm x 32 OF Winter TD = 6353 Btuh 3_ Winter infiltration HTM 6353 Btuh ! 190 W Total window = 33.4 Btuh/ft2 and door area Procedure B - Summer infiltration HTM Calculation I- Summer infiltration AVF OAO ach x 13536 fP x 0.0167 = 90 cfm 2. Summer infiltration load 1.1 x90 drn x 18 OF SummerTD = 1787 Btuh 3. Summer infiltration HTM 1787 Btuh ! 190 ftTotal window = 9.4 Btuh/lf and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff_ x 90 cfm = 2661 Btuh Procedure u - equipment sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfrn vent. x 18 OF Summer TI) = 990 Btuh Sensible load for structure (Line 19) + 19515 Btuh Sum of ventilation and structure loads = 20505 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 20095 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 gr1lb moistdiff_ = 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 2661 Btuh Equipment stung load - latent = 5056 Stuh "Construction Quality is: a No, of Fireplaces is: 0 sak~c h wK nave tew marrtratly ovw ddden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,::I_:VVrj9h�$Q frtW State RCS'kkil ia1— 5_SA6 RSR2W13 1003 26 0%7033 ACCK E 1Fiiesi -wft 2002t1 B92 imrw Page 1 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P010 RIGHT-J WORKSHEET 6 - Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-02M ➢hone: (407) 831-2W5 Job:1692 09-05-02 J: 7M Ed. 1 Name of room Entire House FOY BR3 GREAT RM 2 j4MANUAL Length of exposed wall 172.0 1 22.0 H 35.0 ft 20.0 ft 3 Room dimensions 7.0 x 11.0 ft 13.0 X 16.0 ft 17.0 x 20.0 ft Ceiings Condit Option 8.0 It heatfood d 8.0 R heat/tool 8.0 ft heat/0001 8.0 ftj heattcool TYPE OF CST KrM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CIg (t3 Htg I Cig (M Htg Htgl I Clg Om Htg I Clg 5 Gross a 14$ 4.6 2.1 1128 - - 56 - "" 280 - - 160 Famed b 12C 2.9 1.9 0 "'- - 0 - " ' 0 '""- - 0 walls and c 13C 32 12 248 "'- "'- 120 - '""" 0 - - 0 partitions d 0.0 .0.0 0 ""' - 0 - """ 0 `""- - 0 0.0 0.0 0 -- - 0 .--.. '"' 0 ...- .-.. f0.0 0.0 0 0 ----"'- 6 Windows and a 1C 37.0 " 112 4140 "" 0 0 - 32 1153 '"" 32 1133 - glass doors b BG 37.0 " 40 1478 ""' 0 0 - 0 0 """" 0 0 - Heating c 9C 387 " •0 0 "^ 0 0 0 0 """' 0 0 d 1 C 37.0 0 0 ""^ 0 0 "" 0 0 "" 0 0 "'- e 7L 20.8 0 0 "" 0 0 "" 0 0 ""' 0 0- f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 51 - 1040 0 "'- 0 1 - 21 32 - 653 glass doors NE/NW 0.01 0 "'- 0 0- 0 0- 0 0- 0 Cooling E/W 54.4 101 - 5494 0 - 0 31 - 1684 0 "`- 0 SE/SW 0.0 0 "'- 0 0 "'- 0 0 ""'- 0 0- 0 South 0.0 0 - 0 0 "'- 0 0 - 0 0 ""- 0 Hoe 0.0 0- 0 0- 0 0 "'"- 0 0- 0 8 Other doors a 101) 14.7 9.9 20 204 109 20 294 199 0 0 0 0 0 0 b 10D 1 14.7 9.9 18 265 172 18 265 179 0 0 0 0 0 0 t 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 956 4405 1969 30 166 74 248 1143 511 128 $90 264 exposed b 120 2,9 1.9 0 0 0 0 o 0 e 0 0 0 0 0 d and C 13C 3.2 1.2 230 725 260 102 321 119 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 15D 1.7 22 1709 2898 3804 77 131 171 208 353 463 340 577 757 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Flo= a ZZA 25.9 0.0 172 4458 0 22 570 0 35 907 0 20 518 0 (Note: room b 19G 1.1 D.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 D for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 D 0 0 0 0 D 0 0 0 0 121 Infiltration a 1 33.4 9.4 1NI 6353 1787 381 12711 357 $2 1070 301 $2 1070 301 13 Subtotal loss=6+8_+11+12 "" 25017 "'- "" 3018 "" "" 4655 "'- 3938 - Less external heating 0 "'- o D 0 "- Less transfer •••, 0 •••• ,••• 0 •••• •••• 0 •••• •.•• 0 "'- Heating redistibution 0 '"'- D 0 ""' 0 ""'"' 14 DvaIosa 10 2502 - 106 $02 "" 101A 466 *"' 10% 394 "'- 15 Total bss =13+14 - 275181 - - 3320 "" - 5121 "" "" 4331 - 16 Int gains_ People ® 300 4 - 1200 0 - 0 0 0 3 ""^' 900 1200 2 1800 0- 0 0 ""^ 0 0 0 17 Subtot RSH gain_®2.16 ""** "'* 17741 - - 1100 "'- "" 2980 "" "" 2874 Less external cooling "'- •••• 0 - - 0 - •••• 0 •••• "••• 0 l 0ss transfer •••. •••• 0 •••• •••• 0 •••• •••• 0 •••• •••• 0 Coating redistribution - ""* 0 """ "" 0 "" "" 0 '^� "" 0 18 Dud gain 101 1774 10 - 110 10 298 10° "'- 287 19 Total RSH gairl=(17+18)`PLF 1.00 19515 1.00 - 1210 1.00 "" 3275 1.00 `"`" 3162 20 Air required (cfm) "" t00D 1000 "" 121 62 "" t86 160 "" 157 162 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrttghtl:soflt Rlg*SUt KesiA-S.5.WRSR28013 2003-Mar-260 MOM / A F-iFlleslCerd.20021169Z11692. ➢aye 1 03/26/2003 10:21 DEL AIR 4 4076614089 RIGHT-J WORKSHEET it Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET LACE MARY FL 32746.8206 Phone: (407) 831-2865 NO.347 D011 Job_ 1692 096-05-02 17th Ed - Rae Name of room KIT WICILDY M6R WIC J4MANUAL 2 LengOi of exposed wall 31.0 ft 6.0 ft220 ft 5.0 ft 3 Room dimensions 17.0 x 14.0 ft 6.0 x 11.0 A 18.0 x 1&0 It18.0 x 5.0 ft Cetings I Condit. Option 9-0 ft heaUCool 8.0 ft I h=Vcool 8.0 ft heatfcool 3.0 ftl hest/mol TYPE OF CST KTM Area Load Pmh) Area Load (Bbrh) Area Load @tuh) Area Load (Ruh) EXPOSURE NO. Htg I Clg (ft') Htg Gig (v) Htg 1 09 M Htg I Clg (ftq Htg I Clg 5 Gross a 148 4.6 2.1 248 48 "" "•' 176 •^' "" 40 b12C 2.9 1.9 0 '"" "'" 0 ""' 0 "" "" 0 walks arxi o 13C 3.2 12 0 "^ "" 0 •"" """ 0 "" •'• 0 partitions d 0.0 0.0 0 '�• .�. 0 a 0 "'� --�- .... e 0.0 0.0 0 ---- 0 o 01 6 Windows and a 1C 37.0 " 0 0 *" a a "'" 32 1183 0 0 glass doors b $C 37.0 " 40 1478 ""' 0 0 •"^ 0 0 "" 0 0 Heating C OC 38.7 " 0 0 "" "" 0 0 "" "" 0 D 0 0 "" •••• 0 0 0 0 d IC 37.0 - 0 0 0 0 e 7L 20.8 0 0 "" o 0 0 "^ 0 0 7 Windows and North 20.4 1 ••'• '"" 19 0 ""' """ 0 0 1 0 ^" "" 21 0 0 0 "'" """ 0 0 glass doors NEINW 0.0 0 0 0 Cooling ENV 54.4 39 "" 2126 0 " " 0 31 "" 1684 0 "" "" 0 SE/SW 0.0 0 "" 0 0 "" 0 0 '""' 0 0 0 Swth 0.0 0 "" 0 0 ""' 0 0 '" "" 0 D "" 0 a Harz 0.0 0 ^^' 0 0 "" D 0 0 0"" • 8 Other doors a 10D 14.7 9.9 0 0 0 0 D 0 0 0 0 0 0 0 b 10D 14-7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 D 0 0 9 Net a 148 4.6 2.1 208 958 428 4a 221 99 144 664 297 40 184 82 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 a 0 0 0 partttlons d o.0 D.o 0 0 0 0 0 0 0 0 0 D 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 D 0 10 Ceilings a 16D 1-7 2.2 238 404 530 66 112 147 288 488 641 90 153 200 b 0.0 0.0 0 0 0 a 0 0 0 0 0 0 0 0 c 0.0 0.0 a D o 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 D 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 D f 0.0 0.0 D 0 0 0 0 0 0 a o 0 0 0 11 Floors a 22A 25.9 0.0 31 W4 0 6 156 0 22 $70 a 5 130 0 (Nate: room b 19G 1.1 0.0 0 a 0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ) is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Filtration a 33A 9.4 40 13371 376 01 0 01 32 10701 301 0 0 a 13 Subtotellors=8+8_+11+12 4981 - "" 489 """* 3975 "" "" 467 0 Less external heating �.•• 0 •••• "" "•," "" 0 .». .... 0 0 .«. ..., a «.. Less transfer "'"" 0 0 '•" '"" '"" 0 _ Heating redistribution "" 10 CA 0 4W •"' - ""• 100A 0 49 - 109 0 397 1047 14 15 Duct loss Total loss =13-14 "" 5480 - - 538 '" " 4372 - 513 •'"* 16 Int gains: People @ 300 0 - 0 0 - 01 - 300 0 "" 0 0 1200 +12+16 1 - - 1200 1 - - """" 600 W 0 "" "" 0 3244 0 " "" 203 17 Subtot RSH gain. '"" 4679 0 Less external coding •.• •••• 0 "" •••• 0 0 .... .... 0 0 ,,.. �,,, 0 Less transfer •••• •••• 0 0 0 ""^ �. 0 "" �., 0 Cooling redistnUtion 10 "" 468 10 ""' 85 10 - 324 10 "*"' 28 18 19 Duct gain To1a1 % gain=(17+18)'PLF 1.00 " ' 5147 1.00 "*"" 930 1.00 •"• 358a 1.00 "" 311 20 Air required (cfm) ^"" 188 264 "" 20 48 159 193 "" a 16 Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ �.. wrig i Tt50� Wght Selre Resldert<ia►"' 5.5.06 RSR26013 2003-Mar 26 fge 2 /� E{F�sVCaltex 2002t169211882rsr Page 2 03/26/2003 10:21 DEL AIR -) 4076614089 NO.347 9012 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 32746-62M Phone: (4071831-2665 Jotr 1692 09,05-02 MANUAL J: 7th Ed. Name of room MBTH BR2 ETHLength j4Cellngs. of exposed wall 0.0 ft 31.0 ft0.0 ft Room dimansions 6.0 x 14.0 ft 18.0 x 15.0 ft 6.0 x 8.0 ft Condit. Option 8.0 ft eafrcoo hl 8.0 ft beavc0ot SA ft hwvcoot TYPE OF CST HTM Area Load (Mtuh) Area Load (Btuh) Area Load (Btuh) Ama EXPOSURE NO. Hts I clg I (in tti8 1 09 (fr) Htg cig (w) Htg I clg Ntg Clg 5 Gross a 14B 4.6 2-1 0 ""' "" 120 '"" "" 0 Fj�ppg�d b 12C 2-9 1.9 0 ^" "" 0 ""' "" 0 wells gnd c 13C 3.2 1.2 0 "" "" 128 "" "" 0 partitions d 0.0 0.0 0 0 -�- o e 010 0.0 0 o o 6 Wlndaws and a 1C 37.0 0 0 "" 16 591 "" 0 0 glass doors D SC 37.0 0 0 "" 0 0 '" " 0 0 Heating c 9C 38.7 " 0 D '^- 0 0 "" 0 0 d 1 C 37.0 " 0 0 "" 0 0 "" 0 0 e 7L 20.5 ^ 0 0 0 0 �^' 0 0 t 0.0 " 0 0 "^ 0 0 "" 0 0 7 Windows and North 20A 0 - 0 16 326 0 "" 0 glass doors NE/NW 0-0 0 - 0 0 "" 0 0 "" 0 Cooling FAN 54.4 0- 0 0 '"" 0 D "" 0 .�. SEISW 0.0 0 "" D 0 "* 0 0 ""' 0 .... South 0.0 0 """ 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 """ 0 0 """ 0 8 Otherdoor9 a 101) 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 6 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14S 4.6 2.1 0 0 D 104 479 214 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 12 0 0 0 128 403 150 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 D D 0 0 10 Ceilings a 16D 1.7 2.2 84 142 187 270 458 601 48 81 107 D 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0,0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floo(3 a 22A 25.9 0.0 0 0 0 31 804 0 0 D 0 (Note room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 D 0 0 0 is dispL d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 tnfiltratton a 1 33.4 9.4 0 01 0 161 635 150 01 0 0 13 Subtotal 1•12 "" 142 """' "" 3270 - "" 81 Less e)demW beating "" 0 .••• •••• 0 "• • -•.• 0 Less transfer "-` 0 .... ..» 0 .... .... 0 .... ,... Heating redistribution ' 0 "" "'" 0 "" "" 0 14 DucJbss 10° 14 - 100/ 327 "" 10 8 151 Total loss =13+14 "" 157 - - 3597 "" - 90 I 16 Int gakts: people @ 300 0 0 0 "" 0 0 0 A1200 +1 0 "" 0 0 "" 0 0 "" 0 " 17 Subb3t RSH gai8 n7 ..+12+16 "" "" 167 ""' "" 1442 "' "" 107 Lass wdemal 000" "" "" 0 0 "" "" 0 Leas transfer 0 ~~ ~~ 0 "'*' '�" 0 Cooling redispibution "" """ 0 "" "" 0 ""' "" 0 18 Ductgain 10 '"" 19 .10 144 107, "" 11 19 TOW RSH gain=(17.18)'PLF 1.00 "" 206 1.00 "" 15ti6 1.00 �'�' 118 20 Alr required (cfm)• - 6 11 - 131 61 "" 3 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w"401'1t50fl1C Right-u4e Pesiderdl - 5-S.06 RSR26013 2003Mar-26 09:10 33 EV-rleslCenlEc 20021189211692.rsr Page 3 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 D013 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job:1692 09-05-02 t 0B COMMERCE STREET. LAKE MARY. FL 3274"206 Rwne: (407) 831-2665 W S D W G L S S O N A S O O W G W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY BR3 a n e a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 GREAT RM a n n a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 20.4 32.0 0.0 KIT b n w a c n 0 d 1 1 90 1.0 1.4 1.0 7.0 54A 40.0 0.9 WIC/LDY MBR a n w a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 WIC MBTH BR2 a n s a c n 0 d 1 1 90 1.0 1 A 1.0 5.0 30.4 16.0 16.0 BTH „,iz- Wnghtsoft RV*sLkkeRe ITM55.06RSR2U013 2003-Mar-260310C33 ACM E'flle$W4nW200211892N692.rsr Page 1 C:) 3 2 ( MrEwcourt STLU ion Is, wlot COCA. w+�uR°mwui/itTOO�,�wtO�Y "�or�) REY. N0. 20NE: GATE: ECN 82 1 11/00 20 N WN. CIO SKIM wIM 11TD1 (TO►, forou Y imu I Flw7i OPTIONAL OUTSIDE KETW IOCK POSITION WAX, DOOR WIOM - If'-O' WAN A N.Tw1N• Nnrr 1, I . aN 19 1 0.0. YW, /IIONr /RAMC WITH W.V.000Rf VP f0 7'-0' XIGN CONSIST 0/ SA) JCWNf (f110wN)). WALIQ R(DV.IIm. W seaWa WT K COIPROEAYKN DOORS OKR 7'-0• Mich CONSIST of (f SC OMS (NOT S/IOWN), �•T� ON OUTS UM•� S11tlT RCOC'YI(D) TO PROAOC 1 iil)SN yQ{yfnHa SLWAC4 NOIO1ONtK JwaS 00 MOT 1RN4YEA L0i0. LISTED VIEW 'C• IY '`"•; BOTH s"s) r.O PORT IDC"4 REPORT#9606C )• . 20 CA V-6AR U-BARS M A PArI s. rw0 u-NA ONC "'alit SECT Aw !Callan. ETC) LY YELLOW PARE PITTHICK I/3i1�UTC ,p'Qj�jjjCQ,.A(m,/ AOID(0 INSIOE� SfffleN n-9 _ 13 CAS 33 OA )YY. 3RLL lllL R'C6YKEA /43N• PM NGO SCREW MTM ONE 3/14'. IKIII CWTO WITH 0-40 XM. (t0 SCKw'3 PEI Uro ! f.1 ll (C••.0 TRACK XORIZONTK DOOIC IA� a frcm slm WOOD UIoCR, iJf m I tQ MO 4 &Ag CAT" d1 3/IP.I-6/6.W000 W SCRM, YO7j; oOVflf T1KAuc ..•^�-��.�^^�N Ib� NtA0R0011 IS a AVARAdif K AN OPIKNN O NT r 3' OKv, STEE. TRACK, 1, WIN, rRACX THICKNESS..CYO• Tip. 7-I/i'.Ix " OKV. rm rmcx bAACW. (A) TA4X dA CW1 PER SEC, VIA TOP puWfI�ICKET rNCK 40 &C- TK 1NCKIf� � SySiSC1.,J$!{iS tNrs/e• anur YLTK iCRp4 bark 0 6 T Sm 3CNtW4, yL(:A rNn wwu: kc�,INrrRvnuTr Xwnr V- -R• WOULDMKO fY DOOR MFL411A (TO SUR) 0A WIN. GKv. STM END Self 30 O' GLV. m1A INTER. r" E4 WE C (�) O+yVAI11kIN0, gyfCO••OH PRWG, ) pl 11 CEIIERf (3.000 PY Y44 CONaRR� 011 IV 1.0' ROUND PVSNHOT ANO A 6VtC0-oN Eva I/4'.1•.04 SCJW" ON 11-1/3• CENTER (3A00 /" I rARJNCA IONIC PCII R011EA) TOP aGT JIPC U TO form L1W UTCX CNaAOES PS IYN. CONCKTU. MA4b11 WCCLOO) WITH J L I.V{1RI` ro M�aQ• [fityMtGW�("A/(C i10Cd' 0/'Ema fKw. 17 G. O.Lv, SiC4 10► ONrO Wm" T", - SLIM NMJbPS. I. 0.0. Kw. WASXCR RCOIMCD 3. OKv. SRtt TRACK iAJTpIED r0 I. cA. 0�y "Mp�S / "�{(7- $OMVI. RA04X ORACNR. LACK ONE f3M• L.C. ON •ARM iAKl1Nf. ANCHORS SAY K COUMEASUwC 13 G aKv. STEEL iriAClt ORACKLTE. /AS TO N W/(.) �I 1M[iT' N, fAACKE7 ATTACKED W//(I) IHTU. S1EE f••i�K S 01"• (BUT NOT RCOVUTD) TO IPOVIOC A MUSK TTCY•X ATTACHiO TO SNOCR I I.d 4 YCTK !ND I I.d/1• cr, Y , UAIWlINO fIWUY. HOroZOMTK JAY83 DO NOT WrTM ONC 1/Ihd/d fOLT Y NUT `4) 1 ♦ u ♦ E T dOREY! PER CND MNOG SNIP VP JOINTS, 1CRCW'S, TNN.SiOI "QX OR T'YO 1/4' OK W413. OUTSICC WED IWKOIL (NO 3' DM SNORT• M. 10 SHJ. Stm AOUL% la OA Nw liC0. / (NO SN.L �Kn EN0 Wto EACH ,/ rani atm.TION YMK A P.L 44- P.C. /ASRIWTO 111 pn�P e.rinX�_.�IrY OTXrn Srrna, e.c H� P�� P.L tZW3 Y(TAL CRCW7 46 YKSOf NAKmf VILE 3• TALL u-Cwl r (1) I/1•.] 1• fCV a luny I�Pnn Ioer to a Q.V. STEEL TAPP" SCRfrS. EKGCO I" DESIGN LOADS: +Z41 PSF di -24.3 PSF MIN. ttED 7111C1KOM: SO KSI TRVAC ON �R 1 THE DESIGN D• TNC SUPPOR11M0 STAVONRK apA(MS arswE GG SOC S4LL 0C T E N�/7NSBWTY or T1K PRO/L3S0rAA or TEST LOA05: +J6,0 PSF k -37.0 PSF IWmOCC OF COOK. POORO NOR THE TUKDYa OR fTRUCTUIK AND M ACCOROWCC 3' -- 3• TALL . 30 G "V. Stt0. U-VRS El SUCE BOLT W N CURRENT 86R DPq cow POI. THE I.GDf um ON OY.rm rs qr� Y.K L I IN A x-I-x-1 PATTLA" ((I.C, r0O U-0413 mWC I= EKONDCS THIS OAAWW- M rIH A AN m 1EK PART NO.: I-T/f• L ON DOTTOY 3[CTIOh, ONE u-W ON NEXT INTO VERTIOK A SECTION f1O.). GKCW V-SAR ATTACHED TRACK ONE NOTK'L U.w.Y SIaW ONPni.. Jin wanuE A Sdi 1600 T- WTN I/1.dli sw YAPPM scAEW3 )a a csv..;uYM r+. wu.n• Cinatnno0 OH 15202 IUI C LOGTIOK VON DOC Y CHIP., .,a�i+lou"Pllanx:,l co. TOLERANCES ... ID A T.I. so. 1•s13-3y3�1-1d00 Of 0009. 0 - t.03 A °YMOX'a "•rn •w "•^' na1 6urmoKa aous. fa I-!1}1f2-SSI9 Tµ-e1.M.. - NaYW40 , nON ..A nlnt y-I / .Nu.NI n. rn...w•n.l J.w.. I. •00 • t.013 DESCRIPTION; MODEL 6RST W4 16-0 x 6-0: 24/-Z�.S DESIGN LOAD 000 pwD. I! aA CAY, ma 00n0" rR. Cr. a.AYh a�•ry «.�.,« w �� , * 001 DRAWN BY: 8LNA1 GATE: 4/18/00 SCALE: HTS ATTACKED W1M (3) !lad/f• S"EQ WVAI SGCWS. / l W.r .wu,,. 'ACA's•,• 1W.NuN L�111Ud10N / yf' oYgrYY. - tl/2. CHECKED BY: WWW DATE: 4/t6/00 SHEET ) OF t SIZE b MrT1L WEA(rK[RSTWP, / /� Th(r0 An9IY + - UnW. 11etY6 O.R.M.. ProJYOFon O1HCNlNOM3 AIIC w v.aNE3. OWE. NO.: 102138 REV, NO, I 3 2 1 Us�1 O1' J" �, 'v1d�1f'• t15J1� J�'�, j /, �pnEl DESIGNATION: Them+a-Tru M-S MAXIMUM OVERALL NOMINAI cpFSingle up to 5'4 Double up to 8'4 roNfI21 um a X. Dx, xO. OX0, P-NER41 DES("RIPTION: The hood and si measuring a min. t/2' DRreA . 1 x 2 P7RAr10 2X 9UCK ,'� •, e x 2-1/2' . i PPH WS J n i )t@ZiC2B Pill WS 1 ~ f r )QE6EZ8 W eW veRn6W SIDE AMO TO 27 UB-BUCK 3/ wing Door Wood %�n roes System 3 x 8'0 w/w0 sida!t,•s x 8 0 W/wo sidoVes ' )01 OxxO Os jambs am ringaijoint pine 4-9/16' with a "./2' nobbeted stop. ie' TAPCON%1 +' TYPE ANCHOR ++, wsowr C .Y NFAo ,IAMB c ro z, wH-BUCK +. b y 1 1/2' WTYWALL Ix hACK 1 x 2 nRMeNO .� IS 3/10' TAPCON ' • ' . TYPE ANCHOR NOTE. 1. This sys and w INS. N and Ot N ncaGN PRESSURE RATING - MAX 18'� Single Positive.67.0 PSF Negative 67.0 PSF ".a Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF 4� J/16' TAPCON 11AX 19' O.C. TrPE ANCHOR 3' IX BUCK INEMOB ,. '. CONCRETE $$ MASONRY BLOCK Po '0 4 •? 3/16' TAPCON �I "r ANCHOR z 0.00 TAPCON Of' EOtW. • 1/2' DRYWALL I . 2 nRRING 3 g Id'� - ASONRY UH1f L / 1 •• � t _I ^T3 lXIEBIQ 7 3/16' TAPCON (S.. real. 2) e HEAD 3AMe ro Ix sue -BUCK 1/2' DRYWALL IX 9UCK 2 FlRR.N; •':. (2J3 LB. SHEAR RAnNG) JSee- rt. ON (See not. Z) 2,) y , � J . iXDBtCB MAX SHIM SPACE— r 1-1/4' MIN. EMS. VERTICAL SIDE ,A" _ --TO ;e ix sue-ew-K TO tx sue -BUCK , �4. tern has been evaluated for use in locations cohering to the Florida Building Code >. _ hen pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings her Structures do not exceed the design pr►ssuru ratings listed herein. �. 2. For installations where the sub -buck is less than 1-1/1' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4,4.1 and 1707.4.4.2) Topcon type concrete anchon must be used and the length must be such that a minimum 1-1/4' engagsnent of the Topcon into the masonry wall Is obtained. BuUNNa :ONSVLTANI3. IHC 813.684.3B31 DATE: 4/3/02 SCALE: N.T.S. OWG. BY: W.LN. CM K. BY: R. W. DRAWING NO.: T-02201 SHEET I or 1 • hIQ0FL DESIGNATION Thermo-Tru Out -Swing Door Wood Irrames System - 3.:P3IGN PRESSURF RATING:Negative 67.0 P3F Single Positive 67,0 PSF Single with Sid@1463 Positive 60.0 PSF Negative 60.0 Pir MAYMUM QVERAI.L NOMINAL SIZE Single up to V4 x 8'0 w1wo side) to3 )ouble w/�o Sidelites Positive 47.0 PSF Negative 47.0 PSF Double up to 8'4 x a,o */.a sidefftes FIMJRATIONS X, Ox. X0, OX0, xx. OXXO Gf2,,7RAL DESCRIPTION: The hood and side jambs am finC.rjoint pine --i— . —;. 4-9/19' with . 1/2' —boated M.D. T_- JNTEL 1 x 2 F`IRRINC DRYWALL 116- TAPCON TYPE ANCHOR PF)4 IN 2 TO .. 7 5. .1 UK Ewa. 3 .25' MAX. SHLU SPACE FAA Pg ke IVA A ff dsrtw J/t6 . TAPCON TYPE ANCHOR MAX 18' D.C. 25 MAX. SHIW SPACE EXTFRI 3/16' TAPCON TYPE ANCHOR HEAD JAMB (D TO IX SUB -BUCK CONCRETE MASONRY BLOCK 3/18- TAPCON TYPE ANCHOR ELCO TAPCON OR EOLIAL (235 I.S. SH&AR rAING) 2 5 SH1.* SPACE /, MASONRY LINTEL N (V ALL 3116- 1 APCON TYPE AhCHOR ,IX BLAC( 41 mmup 1.25" Mk,. EI(q. VE RTICAL IAMB \-iX SUCK ,U8-3UCK . 2 FIRRING I x 2 FIRRING NO 1. This system has been evaluated for use in locations adhering to the Florida Building Code C_. DRYWALL and where pressure requirements as dotormir,*0 by ASCE 7 Minimum Design Loaa!3 for Buildings ZX SUCK and Other Structures do not exceed the design pressure ratings listed heroin. SIDE L&VB GVERTICAL TO 2.X SUB -BUCK 2. For installations whore the sub -buck Is loss than 1-1/2" (FBC section An 9 M f 707.4.4 Chora a othods and sub -sections 1707.4.4.1 and 1707.4.4.2) T-2peon type concrete anchors must be used and the length must be such that a minimum 1-1140 engagement of the Tapeon into the masonry wall is obtained. .3. When using a IX sub -buck a 5-9/16' jamb is required to allow for min. edge spacing for TopcoA type cnchor%, r i!f v. MODEL DESIGNATION: Thermo-Tru In -Swing / Out -Swing Door Wood Frames System 61AXIMUM OVERALL NOMINAL._SIZE Single up to 54 x 8'0 m:/wo sidelites Double up to 8'4 x 8'0 v/wo sidelites j iSARI F CONFIGURAnONSr X, OX, X0, OXO, XX. OXXD . .�'f1fNP& DESQ: IPTION, The head and side jambs are fingerjoint pine measuring a min. 4-9/16' with a 1/2' rabbeted stop• , DOUBLE 2X co • e.0• HEADER l. 1/2• DRYWALL SHEATHING I Q 21 HEADER SINGLE DOOR 2X STUD C _ 5.0, 2X JACK STUD PFH WS 1 � — 1/2' DRYWAU JNaFt81D8 � a r`T y /d x 2-1/2• PFH WS �s C-SWK SHEATHING V - n FctGN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF e.o• s.o• 3.0' 0.0• IMME II IIII Ma She SPACE � SINGLF OR DOUBLE DOOR WITH SIDELITES b vERTICAL SIDE uAWB o �TEi 1.13' WH. EIIe. _ r This system has been evoluoted for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildi.l;s and Other Structures do not exceed the design pressure ratings listed herein. Y } r y� W 3.684.3831 IATE 4/3/02 SCALE N.T.S. DWG. B!: WA CHK. BY: 0.I DRAWING NO- T-02202 s,vc, 1 - er _ THERMA oTRU® [VW1lDUT IBER CLASSIC'/-*=TH STAR' M6WM"SWOLE AND DOUBLE WAS SIDEUTES. INSULATED FfflVWXASS DOOR WRH WOOD FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MWMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MULMI-DARE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ewc REQUIRED FOR SIDEUTES ONLY. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min. yield strength Fy(min.)=6,000 psi SmoothStar - 0.070" minimum skin thickness FiberClassic 0.110" minimum skin thickness Core design: Polyurethane foam core. withl.9 lbs. density by BASF. ppaanneell CCoo �tructgjl The Po el skin is constructed from a 0.070' thk. e�mp lding coound (�vC`}. The interior cavity is fitted with 1.9 lbs. density BASF polyurethone foam. The ponel face sheets are glued to the wood sales and rails. TII LVL latch stile s reinforced with a wood lock block measuring 2.375 x 14.0 long at the strive and deodbott location. The hinge stile is Finger Jointed Pne and the top and bottom roil are of a wood composite material. In the double door application the inactive door is fitled with an extruded aluminum astragal (Wind Jomber d) of 6063-T6 allay. The frame is constructed from jointed pi; e. The a er Is Jan o the side . bs with (3) l6ga. 1/ crown x 2 long staples of each side. The mullions are secured together In a sidekte application using 18 x 2" long PFH Wood Screws (6) screws per each mullion. The units use an Inswing Saddle threshold measuring 5.75' x 1.548'. I li ! in : The sidelite panels are sordwich glazed usi7 o two piece q9Ip rome. egy are dry)) glazed on the extena with on I/8' thk. cellular [log rl:e al/k811 Tl�f/1k caulked d whew . The Lite frames are held TABLE OF CONTENTS SHEET #1 DESCRIPTION 1 I TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS do NOTES 5 ANCHORING LOCATIONS do DETAILS 6 ANCHORING LOCATIONS k GLAZING DETAILS 7 UNIT COMPONENTS 8 BILL OF MATERIALS do UNIT COMPONENTS 37.5 MAX. OVERALL WIDTH 36" MAX, ..{ PANEL WIDTH b 105.5" MAX. OVERALL YKAMt velum 36.625' MAX. 15.5" MAX. PANEL WIDTH FRAME WIDTH W/ASTRAGAL 13.75" WIDTH MAX. 11 WIDTH U w = x L5 0 o O 4 < IP � N N � L SINGLE WSWING UNR 74.5' MAX. OVERALL FRAME WIDTH 36.625' MAX. PANEL WIDTH W ASTRAGAL ®® ®® w x Lu M 0 X Q it ao DESIGN PRESSURE RATING UNIT TYPE WHER • WATER INFILTRATION RE UIREMENT M NOT NEEDED SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF L WITH SIDEUTES + 55.0 PSF - 55.0 PSF 7.125" MAX. D.L.O. WIDTH 7 ]Igo I D o� In N xz Fo U20 m OUBLE W/SIDEUTES INSWING UNIT � o'� � J z ALL MODELS 68.5' MAX. OVERALL WIDTH F U�o o 6u ARE VIEWED 36" MAX. 15.5" MAX. a Fr : ° 4S FROM INTERIOR PANEL WIDTH FRAME WIDTH 13.75' MAX. WIDTH rm 7.125" MAX. - D.L.O. WIDTH x w r J 0 6 ' ?c w a o � M V vv eUIIDINa )NSULTANTS. INC 813.684.3831 �' L0-R SP `B a (G. A. A bwc, er: N.T.S. TJH �� ��jj //�� a @' CNK sr: RW '�/O �� M I oR-NG No: lTa l�6 S-2151 I or t c in w 20 U a Ln N= .y Z Y iz O 2 t� O. �:O 38 8 °O Q O cu- x LU F_XiF_RIOR .. .,o ..b ZZ INT RI R a O. J x Q O O.O O 1.68" MIN. o > C� N PANEL THK. O.'. O. co 'O Oo b 1 °' o.. co v a � ZY �Z h � x . V) 34 U W 2 w < j EXTERIOR o �xd U9 la: W-11I�m1 ., • , �•i SEE NOTE �. CLASS THK INTERIQ I- 7I N FOAM GASKET do co SILICONE CAP BEAD 00..°..o 6 1.68" MIN. PANEL THK. (� o Z v � m 14 in N SEE NOTE 5 SHT. 4 of � N O 00 CL QOZOr� to � C) UJ � C) n V VV BUILDING GNSUITAWM ANC 813.684.3831 ' GM'G. BT: IJI cHc. er: RY �R 2 a SEE NOTE 2 SHT. 4 INACTIVE z� koLu 2 ASTRAGAL RETAINER a BOLT 8.0" LG. TOP do BOTTOM (2) BOLTS, AT TOP do (2) AT BOTTOM 0 AST KTAGROSS SE d 3 ®ASTRAGAL F.�EHLQE 13 iNTFRtO ,v a� 1.15" MIN. EMB. .25" MAX. SHIM .15 IN. C—SINK SEE NOTE 43 5 SHT. 4 INT RI R FOAM GASKET & SILICONE CAP BEAD \ 9 ° 1 SE NOTE I ,® v0 SIDEUTE TO BUCK O> r\ �o 00 0 co 6 a U) 01- ACTNE cc O J Ow— o o 00 l: c2 IZ 22 xZ 2 SEE NOTE 6 3 u� �vicJil ~ U SHT. 4 FOAM GASKET r m SILICONE CAP BEAD 43 Vi N� SEE NOTE S�S�HT. 4 34 f43 SS _ U�o— ? I�.,• y�� oLn d Xo U E TERM z o T R 4 36 NS L o o w oow 41 U 26 9 10 29 to a SEE NOTE 1 6 � < 37 a SHT. 4 SEE NOTE 7 SHT. 4 2 HORIZONTAL R CTION ^ 0 Z 3 ® HINGE JAMB TO SIOEUTE �%eui�aNc GONSUITANTS. INC 813.884.3831 � cJ1ir i •V 1. L1�L11 j •.� 1 c 08 1D= V 11 lt'1IL sc�e,/2" _ , so- %� �jjj � A (��jj�� j�(� �� h� C �' 11-EIR 1 V p Q CE b cwc. er: RW L,ll �l 1U 11� 1"1 it lV bw+nNc No.: S-2151 sNm 3 a B _. r 1.15 MIN. EMBED. ' MIN. I r ISSINK 125" MAX. SHIM SPACE 1 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5", 16.5", 27.5", 38.375, 49.375' do 60.375 HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR ITEM N0. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 37, 5 18.25". 40.5', 59.25", 74.25". 76.25' do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA. x 112' CROWN x 2" STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. S. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (J8 x 2" PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5", 31', 48.5' 66. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING7 E MULLIONSBTOGETHEREM NO. 3IS,THE SAMECAS TSECURING THE PERIMETER ANCHORING SCREWS. 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 JAMB WAND HEN ATTACHING SUCK USE ITEM NO. 12 (1110 x 2' SCREW). THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (N 10 It 1 314' SCREW). 1.1J MIN. EMBED. .15 MIN. 13 C—SINK ' 8 Y 1 . W 10 FXTERIOR p. O Q•, e e o' o, �{7ERIOR 4 . 10 6 26 9 2 IZONTAL CROSS SECTION .25' MAX. 4 HINGE JAMB TO BUCK, SHIM SPACE SEE NOTE 6 SHT. 4 FOAM GASKET & SILICONE CAP BEAD SEE NOTE 5 SHT. 4 z ins 7ko 41 SEE NOTE I - a SHT. 4 u l INT RI 3 H RI ONTAL CROSSE_ TC INN 4 a STRIKE JAMB TO SIOELITE :r :1, fi S TE,I� SEE NOTE 7 SHT. 4 O> O 00 000 CL N Ct � O � Cv� u'1 OWO 3Q� t\ W to a ' 2Ly eui' AINO T5, NC 813,584,3831 BY: TJH BY.. RW NG NO.: 5-2151 r 4 of I I ! SEE DETAIL "F" SHT. 5 i 6" ." #G' 6' 3" • 3 3" -- 3" 3- 136 PILTY. I TYP. SEE DETA �. SEE NO 3 SHT. 4 - SEE NOTE _6 F" SHT. 5 - SEE DETAIL 6 SHT. 4 E", SHT. 5 SEE NOTE SEE - NP' _ 13 SEE DETAIL = "G- SHT. 5 SHT 4 - TYP. 0 L a E NOT 6 3ESHT. 4E 1 1 I `4 h OI N N 13 V) N a Q TYP. SEE DETAIL 13 SEE NOTE 'D" 'H' SHT. 5 .0. 4 SHT. 4 _ 13 - .0. SEE DETAIL 'C' -C- TYP.- .B- - _ �• 14 ° 'G' SHT. 5 P. - 14 TYP -I 7YP. .Ej 1 14 TYP. 1 3" 3� � 4 3' i'� --i i� 3' �-�i ice- 6' 6- 3- to 3 3. 6' 6 6 ®E&TRAL FLO A Bo ®-A-Fo SINGLE DOOR DOUBLE DOOR W/SIDELITES MASTER — A 0.357" BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 4 i2 13 0 0 13 10 10 ❑ ',' 10 DETAIL -F" DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL STRIKE PLATE r)T�O FRAME DETAIL "G" AT THE THRESHOLD O J as SEE DETAIL n N "E" SHT. 5 N TYP0 -" SEE NOTE 4 SHT. 4 Lj 0 co 0 V1 0 co dp2^ l�¢ nOn � �00W FE3Q� w0 a vv 811I1-10ING ,NSULTwm. INC 813.684.3831 c 08 10 01 uc N.T.S. Q. BY: TJH K. er: RW AMNG NO.: S-2151 fET 5 or 8 MANUFACTURER N SEE DETAIL "F' SHT. 5 -- MAST, 6" 3' e1 6` 3" I-- 6' 3' 363 1-3- 6" 3" I I 1 1 I I I I 1 _I I K A I 13 I- SEE NOTE- 13 - TYP. 3 SHT. 4 SEE NOTE SEE NOTE v1 TYP SEE DETAIL n 3 SHT. 4 - 6 SHT. 4 CN 'F' SHT. 5 - o J 4 13 "' : a �V • U ' U) a 'SEE DETAIL - - - In 'G" SHT. 5 = 13 - - SEE DETAIL SEE DETAIL SEE DETAIL Typ, Ln 'E' SHT. 5 'E" SHT. 5 ^H' SHT. 5 I" TYP. TYP.- J- SEE DETAIL 'K" .M. ^K^ TYP. 'M" io SEE NOTE "G" SHT. 5 14 14 14 _ 4 SHT. 4 - 14 TYP..TYP. �•11 n�R TYP. 3I I " --i I—�-I 3 8" 6" i-- 6" 3" SEE NOTE 3" 6' 6" 14 4 SHT. 4 6" 3" 3' ® ®TYP. DOUBLE DOOR SINGLE DOOR W SIDEUTES .453" GLASS BITE .463' GLASS SITE 1 34 32 40 1 33 32 EXTERIOR 25 1/8" TEMPERED EXTERIOR 25 1/8" TEMPERED CLASS 40 GLASS Q 0. Q .25' AIR O d .25" AIR Q o 'o •. SPACE Q' 0 O SPACE 0 0 :. O 0O "p t'� Y Q o z 1/8' TEMPERED 1/8" TEMPERED GLASS INTERIOR z Y m CLASS INTERIOR 36 z 41 V) NOTE ' S 6 36 h s " 00z 6 SEE 1-5 7 SHT. 4 41 _ a 25" STEEL a SE NOTE 7 .25" STEEL INTERCEPT INTERCEPT SHT. 4 SPACER SPACER ,5" INSULATED CLASS W/ s' INSULATED FIT,;r ITE FRAME GLAZING N D/ ETAIL TCM LITE FRAME -- AZI_�L NG -DETAIL O> N � N O Do oNO'O CLOX cc U�ON' = O W O Do X i F✓ v Yd BUILDING CONSULTANTS. INC 813.684.3831 DATE. 06/10/01 scAm N.T.S. DWO. BY: TJH CIIK. BY: RW DPAWW. NO.: S-2151 sIw _6 OF 8 (UIt�l y it yUIJ ;r J✓' JuullL, - , - I --- - - 4.563" 1.063"In :-- 20 21 2 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE ILL —{ .097" 4 x 4 STEEL DOOR HIN to F-1.077"--{�/� D 1.531" � 42 SIDEL ITE TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE N �� ,��7�� T ,'�t t;•� �Pl�`11 nn�iJ.'�` 1VL=i�iLL7 J FILE 1.845" DE �-- 1.284" -1 O co O -T m0W o mQ -1 Lj Oho .526" Sim TTF BI ANK SIDE 571LE 36 T'it aLo 3" 1.2 32" FINGER JOINTED PONDEROSA PINE a: no Z 33 TCM MiERMA-TRU'S POLYPROPLENE) ui cp a PLASTIC UP LITE FRAME 34 PLASTIC LIP LATE FRAME _ EXTRUDED BTS EXTRUDED TCM 2.141 F 691"--i I T- n v h L INSWING SIDELITE 15 BOTTOM B007 0.09" EXTRUDED VINYL WALL O C 0 11,264i't �I" 1.2551�1 TT t '�j� O N F- FC. TOP RAIL h• _ 1.531 ' -i I--1.53 t' — -� O4 c m n � WOOD COMPOSITE FCyATCH SIDE STILE COME= FC WOOD HINGE SIDE STILE 5.75" In N e O In c N O 1.531 FC, BOTTOM RAIL in SELF ADJUSTING 5AQQI F THRESHOLD WOOD COMPOSITE ALUMINUM/VINYL .045" WALL ALUM, 19 080" K. WALL VINYL TYP. N 1 rn . r,SS. BOTTOM RAIL i t W000 COMPOSITE 2.375"BLALDING ca+su. Inc 1 813.684.3831 am 08 10 01 Souc N.T. S d am. TJH -�' 1 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE er: RW pnwWHc NO.: DRA 5-2151 sNccT 7 a 8 I r 1 AR SKIN .070 MINMUM TK n9ERCL4SSIC DOOR SKIN .110' MAN. THK FIBERGASS BY THERIM-TRU Mil h yield AwOh F min -6 000 psi FIBERGLASS 2 PC. TOP RAIL 1.531' x .94' THERMA-TRU NOW COMPOSITE WOW COMPOSITE 3 FC LATCH Siff -TRU. MOOD CAFWTF 1.531 x I.209 WU00 C011P09fE 4 Fc HIM STILE HERMA-TRU P014ER05A PPE 1. 1 x 1.209 WOOD 5 FC. BOTTOM RAIL 1,531' x 125 D -TRU M000 COMPOSITE MU00 DOE 6 LYVR HANE FOAM BASF, 1.91bs. DENS FOAM 7 SHORT REACH COMPRESSION WFi4THER51RlP -TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTW -TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 x 3 4 .PFH WOOD SCREW to Frmrx STEEL 11 SS 80TRv RA1 1.531 191 ncaA-TRU mm CMIPME MODO COMPOSITE 12 10 x 2 LG. PFH WOOD SCREW STEEL 13 8 x 1_1 2 LC. PFH WOOD SCREW STEEL 14 16 TAPCON ANCHOR ELCO 2.0 MIN. LG. STEEL BOTTOM BOOT .090 EXTRUDED VINYL VINYL ER WOOD BUCK WOOD 4 SHIM MATERIAL WOOD T TITAN 700 SERIES PASSAGE LOCK - MSIMNG S4DDLE MKMKSET ALUM. WOOD 1.25 71aERAN- ,PONDEROSA INE WOODE .IAMB - WOOD1. 5JAM - PWE WT TITAN 700 SERIES DEADBOLT - 24 1 ASTRAGAL WI DJAMBER 11 WR687 .052 WALL LUM. 6063-T6 25 JOLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 155. WHGE STILE (KW-TRU, n En PidE 1.163 x 1.531 WOOD 27 18 x 1 LG. PANHEAD SHEEP METAL SCREW TEE 28. - WSWWG DOOR BOTTOM SWEEP VINYL 29 WOOD 30 FC MUDO LOCK BLOCK 2-M x 1.515 PONOEROSI PINE WOOD 31 3K UCH STILE OfRMA-1RU, MOOD COMa06TTE 1.183 x 1.531 WOOD CNPOSIE 32 1 8 THK. CELLULAR GLAZING TAPE STIK-ll TAPE - 33 LIP LITE FRAME MS. THERMA-TRU BTS fRAM CM -TRU T NE 4.563 x 1.25 13LANK JAMB -TRU PONDEROSA PME WOOD SDEUTE SIDE Si1LE -TRU 1.531 x .tS6 PONDEROSI WOOD 1 x 1 3 4 LG. PFH WOOD SCREW STEEL N40 SS. TOP RAR I.531 x .94 Tli78N_ MOW WOOD COMPOSITE NOT USED - SILICONE CAULK SIUCONE 8=10 x 1 1 2 PLASCREW FOR REM 34 STEEL 42 SMITE TOP ! 80TTOM RYL -IW IS31 I .555 PC1[EROSA PHE WOOD 43 1 f8 x 2 LG. PFH WOOD SCREW I STEEL I I o, 38 "? SS. TOP RAIL WOOD COMPOSITE 1.316" T.59", 2" 00 rn `4 N O.179" 1 ONG REACH COMPR 1 N W TH ?STRIP FOAM CELL CORE W NYL JACKET 3" 0 N .579" O: O7 .171 h- OMPRBYESSION WEATHERSTRIP THERMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR .357" DIA. ASTRAGAL DRILL TRU FOR A #8 RETAINER BOLTS PFH WOOD SCREW 2PLCS WIN AM II WR68T STRIKE PLATE w 31 �- 1.53 7 " --'1 cc I erru SIDE CTI1 F COMPOSITE M N / ) A 26 _l zSS, WOOD HINGE SIDE STILE I ASTRAGAL HAS 01 co (2) 8.0" N N BOLTS ® BOTTOM BOLTS ® TOP 24 WINDJAMBER 11 WR68T ASTRAGAL (ALUMINUM 052__WALL TYP ASTRAGAL R AI MATERIAL: C R(RQ do YELLOW CH OMA E •� }�1 r � '.�.',t �'w i-^ }}..� //� i�`y1^yam, „ •1 O > r\ � N C) oo O (f) — coo O CZ U�W 0O W CD ca cc N 1. Vy oulwINO )NSULTANTS. INC 813.684.3831 N.T.S. er: TJH er: RW NO NO: 5-2751 8 or E JUN-21-2002 09=52 MILESTONE WINDOWS 407 323 9729 P.02 June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Bullding Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-5760 RE: Florida Extruders Fenestration Masterfile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Nome. Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits For Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings Identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 lb") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16" concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed 1 %". The drawings dearly delineate the requirement that a minimum embedment depth of 1 'A" must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/a'. Therefore, for Florida . Extruder installation drawings where a non- structural buck is used, nomenclature such as ^1X buck by others' or similar statements shall be construed to mean that a buck thickness of less than 1 41h" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4.2 of the Florida Building Code. 2540 3ewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 JUN-2I-2002 09:52 MILESTONE WINDOWS .AW 323 9729 P.03 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert J. Amoruso, PE ranoruso.oesla floridaextruders com Florida PE License No. 49752 Florida Extruders International, Inc. Cerbficate of Authorization No. 9235 Cc_ Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61 GI 5-23, 001, F A-C. A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. Re: 2002-L-M R]A-009 X\V►a1►nnlin1f��� F No. 4 5 TA _ Z� Z 2540 7®weft Lane, SanfoM, FL 327T1-16p0 . (407) 323-3300 • Fax (407) 322-3337 2 Z' SIC � o i'/\ TO'8z'8 :),e NMd6Q 1011 17YI NOISW08ns as r�c> 7-�aawu�o� 601 31 2 0' 9 o' 8 o 107 A8 :I1dQ sNoisin�H S203Vr '8 X0-�—X01NO3 J J V)zJ L)23 Q cu J ,'7 m X fU >- , C' Crl CU _ ua � M v ♦ S 0 '0 sLOd ,� ® w ~ u W �u io s ° x Ln o >all Yd �W �v O7 y ao � (D oo++ L p yc0 x T a O � ° � �xov L co c x ! 4 cu cu Lo wx • • • d�' L � Y N � ❑ (U a U O c Rl .. o cu x * a 4 Ua U r 0 ~ 4 O M :J x ■ 1 y C O 0 i s L C La O \ Cl) i+ 3 ,O I I CD v 0 u In —z t .. , . . ONE BY. WOOD.. BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK v. F CCO ERS PERIMETER CAULK - BY OTHERS RIGID VINYL GLAZING BEAD W H.-: (WI DOW HEIGHT) CAULK BETWEEN WINDOW { FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EDL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS a a CAULK BETWEEN WOOD BUCK & MAS-Y. OPENING BY OTHERS 1-1/4' MIN. EMBEDMENT INSTALLATION ANCHOR 3/16- DIA. TAPCON SHIM AS REO'D. I/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME . HEADER GLASS. (TYP.) (SEE NOTES) FLANGE TYPE WINDOW FRAME SILL B.H. (BUCK HEIGHT) B.W. (BUCK WIDTH) INSTALLATION ANCHOR _ ONE BY WOOD 3/16, DIA. TAPCON BUCK BY OTHERS SHIM AS REO D. RIGID VINYL I/4' MAX. GLAZING BEAD (SEE NOTES). (T.YP.) 1-1/4' MIN EMBEDMENT C> STUCCO BY CTHERS \l C' GLASS (TYP.)(SEE NOTES) FLANGE TYPE. WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE J. o & WOOD BUCK PERIMETER / CAULK J BY OTHERS W.W_ - (WINDOW WIDTH) SECTION B-B W.W. PRECAST SILL c a A BY OTHERS FA B C. NOTES: SECTION A -A 1) SHIM AS REQ'D. AT. EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4". D E 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 WINDOW FLANGE AT HEAD & JAMBS. SILL MUST- BE ATTACHED TO THE SUBSTRATE WITH J B VULKEM 116 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, 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF.ASTM / E1300 GLASS CHARTS. 8) 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 CAULK BETWEEN WOOD BUCK & MAS'Y. - OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 0 �• K B (z co TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO .40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 41 PSF TO 70PSF SIZE SIZE 12 18 1/8 X 25 B e F,G F.G 13 18 1/8 X 37 3/8 8 8 F.G F,G 14 18 1/8 X 49 5/8 B 8 F.G F,G . 145 18 1/8 x 55 1/4 B 6 F.G. F.G ... 18 1/8 x 62 8 8 F,G F,G .15 16 18 1/8 x 71 B 6 F.G F,G,H _ 17 18 1 8 X 83 B 8 F.G F,G,J,K IH2 25 1/2 x 25 B 8 F,G F;G IH3 25 1/2 X 37 3/8 B B F.G F,G 1H4 25 1/2 X 49 5/8 8 8 F,G F,G,H I 1H45 25 1/2 X 55 1/4 B B F,G F,G,H.1 IH5 25 1/2 X 62 8 8 F,G F,G,H,I 1 H6 25 1/2 X 71 B B F,G F,G,H,I IH7 25 1/2 X 83 B B F,G,J,K F,G,J.K 30 1/2.x 26 29 1/2 X 25 8 B F,G • F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 8 F,G F,G,H.1 30 1/2 x 50 5/8 29 1/2 X 49 5/8 8 8 t F.G F,G.H,1 30 1/2 x 56 1/4 29 1/2 x 55 1/4 8 8 F.G F•G•H•I 30 1/2 x 63 29 1/2 X 62 B 8 8 B F.G,H:I F,G,H.I 30 1/2 x 72 30 i 2 x 84 29 1/2 X 71 29 1/2 x 83 B 8 F.G,J.K F,G,J,K 22 36 X 25 8 B B B • F,G F,G 23 36 x 37 3/8 6 B F,G F,G,H,1 24 36 X 49 5/8 B B F,G F,G,H,1 245 25 36 x 55 1/4 36 X 62 8 8 F,G,H,I F,G,H 1 26 36 X 71 B B F,G,H,I D.E.F,G,H,1 27 36 X 83 g g F,G,J,K F,G,H,I,J.K 42 x 26 41,X 25 B 6 8 B F,G F,G,H,f 42 x 38 3/8 41 x 37 3/8 8 B F,G F,G,H,I 42 x 50 5/8 41 X 49 5/8 B 8 F,G,H,I F,G,H,1 42 x 56 1/4 41 X 55 1/4 B B F,G,H,f D,E,F,G,H,f 42 x 63 42 x 72 41 X 62 41 x 71 B B F,G.H,I D,E,F,G,H,1 42 x 84 41 X 83 B B F.G,J,K F,G.H,I,J,K 48 x 26 47 X 25 B B A,C A,C F,G F.G F,G,H,1 48 x 38 3/8 47 x 37 3/8 B A.0 F,G F•G.H,1 48 x 50 5/8 47 x 49 5/8 B A,C F,G,H,f F'G,H,1 48 x 56 1/4 48 x 63 47 x 55 1/4 47 x 62 B A.0 F,G,H,I D,E.F.G.H,1 48 x 72 47 X 71 8 A,C F,G,H,1 D.E,F.G.H,I 48 x 84 47 X 83 8 AC FGJK OEFGHIJK 32 52 1/8 x 25 B A,C F,G F,G F,G F,G.H,1 33 34 52 1/8 X 37 3/8 52 1/8 X 49 5/8 8 B A,C A,C F,G,H,1 F•G.H.I, 345 52 1/8 X 55 1/4 8 A,C F,G,H,f D.E.F,G.H.1 35 52 1/8 x 62 6 A,C F,G,H,I D,EF.G.H.f 36 52 1/8 X 71 8 A,C F,G,H.1 D,E,F,G,H,1 • 37 52 1/9 X 83 B A,C I F.G.J.K D.E,F,G.J.K,J.,K. • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. T INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. A TO PROVIDE MIN. 5/8 IN.. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1.000 SERIES SINGLE HUNG IS SHOWN. THIS ERINI Af SO:,APPLIES-TO THE, FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIES-., SINGLE .HUNGS:: 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. TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000. 1500 � 2000 DRAWN BY: B B APPROVED BY: d ins r 1 DATE: i 0/09/01 SCALE: NTS DWG FLEX0016 40? 805-0366 . nr.:,i ce:r,..�samic wr ?SO WTFRNATIONAL PKY.. SUITE 250. HEATHROW. FLORiOA 32746.- PHONE_ 407 805-0365 FAX -w- —' X 2 X 1/8 nn 1 X 2 X 2/>? ! r\ = BY WO D t - it 0 S.H. i� , r j !JBc ;v, J! _Lug . A} B r-v2) ?LIB= �v� ! _ny i ! Fi C ` ^Er<S. 1 a! 4' Min,. a `` TAPPIt!l_ t 1 j S _ _ i_L.. 1�r � y.. SrALAN B=! `« _�F`i �� t SEALANT ,�. G. Ali :.!'^r"r-.7%'G•� APP"i. SIMS r .N SNNS � N:- '�—. -/ ♦ -'!',— e: ,. - a ! �\ ` j i i �rtCA:— itirtlJM1i :..^C�i'.`_ � ri—f1� I IUN —may � i S IL, t;—A 1 L; � �`� _� —_/ i i 'r h _ _ �i i t. .ir_.i 1 j i .A?Pi Its !v HEAD �C ;I! L ';4!'it"t i t -�r --_� _ - - - - - � i f i 3. V - -' tN- �P '• - t.'1\!C 1 Ch '.:�C'11\ -- , X [= / % !G X\ .%L n c ` _ �i1., tti�i:a �. /♦ i i.a.� tis ..i �_i_,.�, �•,_ Lam; j /' ?�:�_ ''_.11_i.-.1. -IFV J-- X i :� X 318 aJV• .J.. t,--; - u S: I. — ` i Ii , -JAMB C`i YP,) -- — JAME IT 1 � FG Ali ;! S-- .—iPiST!>> i ,JTIO*y ^:Vi i-?ilF7 TAPPING c`eF<`• I' � 1 ifr.t :.' p T._.P,^IO-N ;TS X ilLc�tua.�... \ i i,:f'✓�i`i L. SM'S T,S•Pe- ICI Ii`C�tj i i ICC`.v �; lir !'1L!K ♦-i Y:'.i SILL I \EA ! - - -- a� SL:ALNPv i -E +f EN WT.N1 F_ANG�S , 1/a' ta1N. I SEAT AN i :K T WEEN \ \ SEA`AV- bE W_L?� Tla N l S -iS T i F-1 ~— WIP�DiJW LANCES \ �— �1iNDEF-4 f LANGE S s M t L.GN S µL`! IGh ``` & MULLiEt� c r..—!�nl r /-7� I - SE .F _❑_ 1-'/2 C- `APPiNG SuS P N� S�tS �:' T4IL r —� µi !-H iARY lei ATC eF JAL iJ` tt—A %�� J`L a1 fti—:`—f1 �`'i jY� LLiiTtJ�i`r^-VG!?E'f'l�. �'� ?� ,ITG`lil 1 '•ar - _ TUBE Mi 1' 1 Tani i TU JE ULLiu^� A �a 3►� i �1 0 i r i F-{ i Ry '# Jr^,!uB Yi.) JAMB �— #$2 X i/C SD � # X 1/2 SL'—f I �iicY'lEC ,'r<.V� A. ~ Y I �.: :J�i 1 \ TAPPI G SPAS FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD, FLORIDA `.. ` JrALAN 1 i .r7_ 1 yi F E'.♦I.. �. gTND13 W FLANGES ` '4i�LL�1ti •�— ±rS � i-1 jC SELr aAPPI N G Sic ♦ ` TITLE: CCD % �0 LAB i 3LE Sr'E=T ? OF- V. Lj WINDOW F A;NGE5 r}~ R v i �1F < S}-i� Ui�� �`/�:: r��� i �— #8 X i-ii `DEL= TAr=I`�G 5MS ' F- ': ," DRAWN BY: APPROVED BY: i FLANGE VERTICAL DESIGN PRESSURE CAPACITIES SERIES 1000 500 & 1CAPACITY CAPACITY i CAPACITY PAC6X3/s. PAC6X3 CAPACITY CAPA ITY CAPACITY WINDOW - i CAPACITY WINDOW 1X2X1/8 :CAPACITY 1X2X1/8 ! CAPACITY_ 1X2X3/8 I CAPACITY 1X2X3/8 i CAPACITY 1X2 7/16X1/a 1X2 / Xl/ $i1X2 8i�X2 1 X4X1 /8 ; / / / T48ANCHORSL T48ANCHORSL 1 X4X1 /8 T68ANCH0 MULL 1 X4X3/8 MULL T4BAENCHORS. 1 X4X3/8 T68ANCHo MULL 2X4X3/8 . TUBE se NCHo MULL CALL TIP -TO -TIP ;TUBE MULL: TUBE MULL { TUBE MULL 2 ANCHORS ;TUBE MULL I TUBE MULL 4 ANCHORS 12 ANCHORS T46A CHURL T28A CHORSL i ' i -A 5' SECT. A -A 5) I `, A -A 6 SECT. A A 6) I SECT. A -A 7 SIZE SIZE 2 ANCHORS 4 ANCHORS SECT. A -A 1 SECT. A=Ai1� !SECT. A-A(2) �� SECT A-A(2) i SECT. A-A(3) !SECT. A-A(AL i SECT. A -A 4 SECT. A -A 4 SECT. A °SECT. ~---- 732.42 `•. 336.52 692.83 336.52 _ 732_42 336.52 732.42 791.81 1 1187.72 i 791.81 11 187.72 ! 1187.72 12 - 19 1 /8 X_ 26 336.52 209.72 429.55 ' 209.72 456.46�- 209_72 1456.46 493.47 740.20 i 493.47 740.20 740.20 _ 1 319 --- i 8 X 38 3/8 209.72 / -- -=-- - 8 X. 50 5 8 131.23 j 317.66 - -r --- ; 131.23 152.75 ' 177.46 152.75 193.92 -- - i 152.75 : 271.83 : 359.41 539.12 359.41-�539.12 _ 539.12 ' 19 1 ig4.13 _ 127.29 '. 127.29 1 135.81 ` 139.09 135.81 194.97 319.55. i 460.17 319.55. 1 479.33 479.33 145 - 119 1 /8 X 56 1 /4 94.13 _ 9.21 _ 89.21 - 48 97.48 ` 1 19.85 136.64 ; 282.02 - - : 423.03 282.02 423_03 - _ 1423.03 15 -`- - 19 1 8 X_63 _ 65.97 /� -9 65.97 - _' 58.81 - -- ^58.81 r97 64.27 i 64.27 _ 90.09 ^90.09 - 1212.62 212.62 296.98 ` 296.98 365.75 16 1/8 X 72 43.49 1 --2 - ---___--- ~ 43.49 ------- ' 26.96 - - _ 36.45 --__-- 1 36.45 - 39.83 ! 39.83 --,----- 55.84 -^ ---- = 55.84- _ 131 .79 131.79- _' - i 184.08 _ 184.08 1294.03 _- 17 9 1 8 X 84 26.96 1 -_ --- -;,-------- -- ; --- -=- i 572.13 ' 262.87� - ' 541.20 __- 262.87 -- 572.13 - - ! 262.87 { 572.13 618.52 927.78 i 618.52 - 927.78 927.78 !H2 1 --------------------- ± 26 1 2 X 26 _ 262.87 _ _ _ __,- -- 239.21 -- 157.93 - - 323.48 1157.93 _ 343.74 1157.93 i 343.74 1 371 .61 j 557.41 _}371.61 557.41 �.557.41 1 H3 6 1 /2 X 38 3/a 157.93 - 113.20 1.51 1 13.20 143.71 1 13.20 ' 201 .45 ; 266.35 . --`` 1399.53 266.35 ! 399.53 - 399.53 6 1 2 X 50 5 & 97.25 1 H 4 / ��. 97.25-- - -- 93.89 ---- --- 100.17 102.59 100.17 143.81 ; 235.70 339.42 2�5.70 353.55 353.55 1 H45 6 1 /2 X 56 1 /4 69.43 169.43 148.44 _ 93.89 65.51 1 71.58 i ` 71.58 88.01 100.34 207.10 236.83 '; 207.10 i 310.65 j 310.65 1 H5 !. 26 1 2 X 63 _ 48.44. ! / 1_ 8 _ _ , 31.79 i 65.51 _ -- _-- 42.99 ! 42.99 46.98 -j--------t 46.98 --- 65.86 ':. 65_86 j 155.44 155.44 _ 21T 7.1 1_ 1217.1 1 1267.38 1 H 6. 26 1 /2 X 72 31.79 --T `• _ 19.62 1 26.53 26.53 - r---- i 28.99 I 28.99 40.64 i 40.64 _ ' 95.93 ; 95.93 i 133.99 133.99 - -- 214.02 - 1 H7 j 26 1 /2 X 84 19.62 _ 6.75 471.75 1216.75 ---- 471.75 --; 1 216.75 - - - 1471.75 151.0 1765 510 765 765 2 2 37 X 26 ! 216.75 -1 471.75�21 -- 250.32 - 122.22 _ ; 2 0 1122.22 266.00 1287.57 1431.36 1287.57 431 .36 i 431.36 23 ---- ►37 X 38 3/8 .. 122.22 ' i 185.12 i 122.22 185.36 99.17 - 185.36 �108.37 _ 85.36 151.91200.86 301 .29 200.86 301 .29 1301.29 � 24 -- 8 73.34 7 X 50 5/ �37 51.97 73.34 - j 51 ! 70.28 70.28 174.98 -- 176.79 -�74.98 } 107_65 176.43 254.07 176.43 _- 264.64 ' 264.64_ 245 X 56 1 /4- .97 36.01 ` i! 0 48.70 ' 3 21 5 { 53.21 1 65.43 _ '74.59 _ �- 1153.96 ! 176.06 - -- 153.96 -_-^ ; 230.94 -- ! 230.94 25 ; 37 X 63 _ 36.01 ; 148.7 - 31.74 31.74 34.69 j 34.69 48.62 ' 48.62 i 1 14.76 _ 1 14.76 131.61 1160.30 1197.41 26 - 1 37 X 72 23.47 j 23.47 - 1 19.46 1 19.46 121.26 121:'2fi: i.29.81 T29.81_ i 70.36 y- i 70.36 98.27 ! 98.27 156.97 27 1 37 X 84 ' 14.39 14.39 -I- - - =--7 - [� _ _ - 32 --T--- 53 1 /8 X 2.6 i 191.61 - 1417.04 - ':. 191.61 ------ - i 394.49 �191.61 417.04y L�•17.Q4 . `450.85 r; :191.61' " ; `_� i r'':;: 231.50 676.28 _ 1347.25 j 450.85 I.231.50 676.28 347.25 i 676.28 347.25 333 1 /8 X 38 3/a 98.38 -�� 14i 9__ _02 56.23 j 98.38 ': 65.45 201.51 j 98.38 ; 214.14 183.09 ; 76.04 65.45 , , ' 65:45 �.4.14 1 1.6.47 ` _ 1 ;;1.94.00 - - 231.01 T154.00 231 .01 - ` 231.01 ; 34 �3 1 /8_X 50 5/81 56.23 �- '' _ _- 58.10 _ 5 :' -:r81.44 ! 133.48 t 192.22 _ 1 133.48 . 200.23_ 1200.23 345 i �3 1 /8 X 56 1 /4 39.32 -- ; 39.32 - I S3.17 ; 53.17 i 56.73 I 39.78 - ! i 39.78 .73� 48.91 155.T6 ' ' SOS ' j %t 1131.60 -- i 1 1 5 08 -! 1 172.63 .172.63 ; 35 53 1 /8 X 63 26.92 - -- -----fi---. i 26.92 36.40 a 36.40 - +----+--- ' 23.45 ! 25.62 -r - 125.62 , 35.92 __ - 135.92__ _-_ 84.77 184.77 197.21 1 18.41 145.82 36 ' S3 1 8 X 72 17.34 I / 1 17.34 23.45 14.21 15.53 15.53 ; 21.77 121.77 - 51.39 51.39 ; 71.78 j 71.78 ` 1120.81 37 I 53 1 8 X 84 10.51 / _-10.51 14.21 SERIES 1-000 & 1. 500 FLANGE VERTICAL Y-= FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA MULLION .. DESIGN PRESSURE CAPACITIES _ �_ ,. Llr `��il \V [J.\�.0 ��:i��_ l..Hr!`.t ... i.r .'� !' L?-t.,iv.L T L OF1=.r': SHEET 2 :;�K� - ;�a ; ; ;� .� - _ -. J�FC, ! J�J� 1 f-o NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED AT EACH ENO. ; DRAWN BY _ `i- APPRaVED BY: B) DESIGN PRESSURES GIVEN ARE FOR r��; t �•.0 � DATE: U- l ._ �` SCALE: ; :_` _ i i' 1NSTALLATI❑N ANCHOR DOOR WIDTH /4' MAX. SHIM SPACE zz8 SCRWu. TWO BY WOOD 1-1/8 MIN. BY OTHERS EMBEDMENT TWO BY WOOD SLIDING GLASS BY OTHERS DOOR FRAME JAMB 6 _ SLIDING GLASS DOOR HOOK STRIP - SHIM AS REO'D. F1/4' MAX. SHIM SPACE (SEE NOTES) 1-1/8' MIN. EMBEDMENT STUCCO _J .OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY .OTHERS n � ��f' K ;,� ifa.'�L1 i► �LJ+a /i_i►`f �'j�'i11:v1uT.. c p,4 _vDERS ._ ... l SLIDING GLASS DOOR FRAME SILL TEMPERED GLASS (TYP.) DOOR HEIGHT _. EMBEDMENT D e 1-I/4' MIN. IN INSTALLATION ANCHOR #8 SCREW TEMPERED GLASS (TYP.) CAULK BETWEEN DOOR FLANGE >i SHEATHING Is PERIMETER SHEATHING CBY OTHERS CAULK BY TEMPERED GLASS — OTHERS STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SHEATHING --� BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL NOTES I) DOOR MATERIAL ALUMINUM ALLOY 6063. 2) u8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON 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 R JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE S CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 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 CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REO'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/41- 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. - 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION, . SECTIONS 'A -A', 'B-B' S HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED. CONFIGURATIONS. 15) FLORIDA EXTRUDERS WOO SERIES SLIDING GLASS DOOR IS.SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REV DESCRIPTION DATE IN L TDAEXTRUDER-S F 11 1\ 1 . INT. INC. SANFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 S.CRE,WS F i DRAWN BY: BB APPROVED BY: 2002 ! ATE: 12/17/01 SCALE: NTS JDWG #fLEX0027 SHT 1 OF SECTION B-B A --*1 A �r EXTERIOR ELEVATION 2 PANEL DOOR SHOWN #8 SCREW INSTALLATI❑N ANCHOR .CHART NOMINAL DOOR QUANTITIES IN HEAD SILL QUANTITIES IN EA. JAMB QUANTITIES INEA. HOOK STRIP I DOOR SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 6I PSF TO UP TO 46 PSF TO 60 PSF 61 PSF TO 70 PSF .",CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45. PSF 4068 xx, ❑x, XO 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 - 5068 XX, ❑X, xO 60 X 80 6 6 6 8 8 8 4 4 4 068 XX, OX: X❑ 72 X 80 8 8 8 8 8 8 4 4 4 8068 xx, ❑x, xO 96 x 80 10 10 10 8 8 8 4 4 4 '• 10068 XX, OX X❑ 120 X 80 12 12 12 6 10 10 10 5 5 5: 5080 XX, ❑x, XO 60 x 96 6 6 8 8 10 10 10' 5 5 5 6080 xx, ❑x, XO 72 - X 96 8 10 10 10 10 . 10 5 5 5 8080 xx, ❑x, x❑ 96 X 96 ' 10 12 12 10 10 10 5 5 5 10080 XX OX XO 120 X 96 2 6 12 12 12 6 6 6 50100 XX, OX, XO 60 X 120 6 6 8 8 12 12 12 6 6 7 E 60100 XX, OX, xO 72 X 120 8 0 12 12 12 6 7 8 80100 XX OX xn 96 X 120 0 8 8 8 4 4 4 9068 ❑xO 109 1/8 x 80 12- 12 12 8 8 4 4 4 12068 OXO 145 1/8 X 80 14 14 14 8 8 8 8 4 4 4 15068 ❑X❑ - 181 1/8 X 80 16•_- 16 16 10 10 10 5 5 5 9080 OX❑ 109 1/8 X 96 12 12 12 10 10 10 5 5. 5 12080 OXO 145 1/8 X .96 14 14 14 10 IO 10 5 5 5 15080 OXO 181 1/8 X- 96 16 16 16 lc 12 5 7 8 90100 ❑XO 109 1/8 X 120 12 12 = 12 .12 12 . 12 12 5 7- 120100 OXO 145 1/8- X 120 14 14 14 8 8 8 4 4 4 i'= '• ' 9068 XXX 106 5/8 x 80 12 ' 12 12 8 8 8 4 4 4 �; 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 *-,•f .�. 3._• _ -;, ". ;. .. , _ , _• 15068 XXX 178 5/8 X 80 16 16 16 10 10 10 5 5 5 - 9080 xxx 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 40 15080 XXX 178 5/8 X 96 16 16 16 12 12 12 6 7 8 O 90100 XXX 106 5/8 X 120_ 12 12 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 120 4 4 4 8 8 8 4 4 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 4 4 4 e i 12068 OXXO 143 5/8 X 80 14- 14 14 8 8 8 8 4 4 4 160.68 OXXO 191 5/8 X 80 18 18 18 10080 OXXO 11 / X 12 12 12 1 10 1 10 1 1.0 5 5 5 12080 OXXO 143 5/8 X 96 14 14 14 10 10 10 5 5 5z 16080 OXXO 191 5/8 X 96 18 18 18 12 12 12 6 7 8 100100 OxXO 119 5/8 X 120 12 12 12 12 12 12 6 7 8 _ 120100 OXXO 143 5/8 X 120 14 14 14. 12 12 12 6 7 8 1'60100 OXXO 191 5/8 X 120 18 18 19 8 4 4 4 10068 xxxx 11 1/4 X 80 12 12 12 8 8 8 4 4 4 12068 XXXX 141 1/4 X 80 A4 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 1.0 10 10 5 5 5 10080 XXXX 117 1/4 X .96 12 12 12 10 - 10 10 5 5 5 12080 XXXX 141 1/4 X 96 14 14 14 10 10 10 5 5 5 EXTRUDERS 16080 XXX-X 189 1/4 X 96 16 16 16 5 7 8 FLOR (DA -300100 XXXX 117 1/4 X 120 1.2 12 12 12 12 12 7 8 INT. IN. SANFORD, 'FL. 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 12 12 12 5 5 7 - j'TLE' SLIDING GLASS DOOR 160100 XXX-x. 189 1/4 X 120 16 16 19 1 1 /!/AI /L" Y INSTALLATION WITH #6 SCREWS ENGINEER: DRN: BB DATE; 12/21/01 ANCHOR NOTES:.. 1> FOR MASONRY OPENING W/TW❑ BY WOOD BUCK USE SAME AN QUANTITIES. ;. DISCIPLINE:, CIVIL SCALE! N.T.S. °"G"o- FLEx0027 - -- - ----- -- -- - -- - - - ----- v j -- --- - FL-REG NO! ------ -- -_R£v LETTER SHEET- CITY OF SANFORD PERMIT APPLICATION Permit tt :)' Date: `'1 oqq I Job Address: 1 Jr1 1n1 C t )A—�•i Lot #: Description of work: New Single Family Residence Historic District: Zoning: Value of Work: $ b Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS J Addition/Alteration Change of Service_ Temporary Pole kechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V'- Commercial Industrial Total Square Footage: Construction Type: # of Stories: _I_ # of Dwelling Units: Flood Zone: (FEMA form required for other than \) Parcel # (Attach Proof of Ownership & Legal Description) Owners Name & .address: CentexHomes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue rlando. Florida 32806 State License Number: EC0002494 Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay Phone: 407-851-1220 Bonding Company Address: Nlortgage Lender:_ Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S .AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable 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 requiremen Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Ow ner/Agent is Personally Known to Me or _ Produced ID FS 71 oflei5nTractor/Agent Charles W. Cannon Print Contractor/Agent's Name ,C Si na u •e o Notary- ate of No7ic Contractor/Agent is Personal Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Date PA'3 i'ICXA A. MkZy.2 v' � �`•k myCCh2N,1ISS:oi: rt DDoi32C5 K. {!eo0 W3A McE%PIKES: March 23, 2CJ5 q t-snn..a. )Tatav R n10, y Ssrr'cz & Fund ng, Inc. .(d Special Conditions: E o , o 0 n i n n 0 � w i C 1 - - - - - --- - - - - - - - Gil C3 m m m m m m m_ m m m m m m M C3 c- c- -4 4 c -4 c- -4 c- -4 ' E_ E_ V -I < V c- V E_ - --I c V E_ -4 c- V E_ V C jo C. 5 m a � H2 � i n _ H5 " H6 H7 T8 T8 T8 TS I CL � T8 p H7 H6 H5 p H4 t H3 N H2 � N i Hg I H13 nf:-- H10 I N CJi Cn C1T CJE CI1 CTT N. i- H11 J ti�� CJ5 �,T CJ5 1 ti v J3 - `I `I `' C (3 o i Jhal I- � N O 0 0 0 UNIVERSAL FOREST PRODUCTS CUSTOMER WMIE: CENTEX ORLAN�O SEA o mm Y PROJECT: UNNEAESASL ��i caiwo iwrnr 9E usm foET9 R �Mr wRPosE DIMENT& m THE 611[IIE9T Of VNNER4N. // SIIOF:11O1 LLC. IWS OINMINO SHOFFNER, LLC. .. 1'692 ELEVATION A ROOF MUSE tS USm IN C9NNNC116N OM AM GTM°E TEIM" _ s w QUALITY PRODUCTS FOR QUALITY BUILDERS EY fE10ffE11rn WGUS)PoES, wa N19 ,EHN'3M6= 15 REVISION: naiaa. (t'n) a wutco 6i 663 OoHormo oR - pytgqfIEf Zoo wweaM. M b3719 637-690D - 6631 S. NO 62 PNONE (60G) 476-9356 - - DAIE: Frv:. - RLIASwN: -: - - - DATE:.: Bf: - (�) BURUNGMM, MC 27215 TAX (336) 416-9w3 Universal Forest Products Re: 54600605 Centex Homes Orlando 1692 A Roof 78 Lake Monroe 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: 53906980 CA 53906980 CJ3 53906980 CJ5 53906980 EJ5 53906980 EJ7 53906980 H1 53906980 H2 53906980 H3 53906980 H4 53906980 H5 53906980 H6 53906980 H7 53906980 H9 53906980 H10 53906980 H11 53906980 H12 53906980 H13 53906980 HJ5 53906980 HJ7 53906980 T8 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 _4'7,1' 4/21 /2004 To—hyA. Presley License # 55 86 The seal on this drawing Indic tes 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 5631 South NC 62 Burlington, NC 27215 Tel:(336) 226-9356 F'av (336) 476-9146 6 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 CJ1 JACK `"`� 10 1 Job Reference (optional) Universal Forest Products,lnc., Burling n, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:11 2003 Page 1 q a A Scale -1: 3x4 = 0-11-11 LOADING (psf) SPACING 2-0-0 CS]J0.07 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr YES WB Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (MatrIs LC LL Min I/deft'= 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size), C=-1 1 /Mechanical, B=138/0-8-0, D=9/Mechanical Max Horz B=35(load case 4) Max UpliftC=-13(load case 5), B=-89(load case 4) Max GravC=28(load case 4), B=138(load case 1), D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-28 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7498 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category If; exposure•B; enclosed; MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/1'PI 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 not7eplace 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 or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 ;Contractor/Job: 1692 A RF Date Req:04/25%2003 Draw No:53906980CJ1 Job Truss Truss Type 'r ' ° C .� 5M 53906980 CJ3 I Univer i I , Burli 5, Jeff Kerr 10 1 Job 0 s Feb 20 2003 MiTek It 9 12:17:11 2003 Scale - 1:7 I-3x4 — 2-11-11 2-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 11 lb (LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C=57/Mechanical, B=204/0-8-0, D=26/Mechanical Max Horz B=63(load case 5) Max UpliftC=-52(load case 5), B=-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-43 BOT CHORD B-D=0 BRACING TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B. 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 or certification of the truss designer. LOAD CASE(S) Standard (Customer No: 11045 Customer Name: CENTEX HOMES _ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ3 .Job . Truss .Truss Type -. Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 CJ5 JACKS rY 8 1 Job Reference optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:11 2003 Page 1 1:11 3x4 = 4-11-11 4-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(ILL)n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >354 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240, Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 5YP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=126/Mechanical, B=275/0-8-0, D=46/Mechanical Max Horz B=100(load case 5) Max UpliftC=-94(load case 5), B— 69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=41 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 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 or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ5 ®� Job Truss Truss Type Oty Ply Centex-Orlando/1 53906980 EJ5 JACK 8, 1 ' Job Reference o tional j Universal Forest Products,lnc., Burlington, NC 27215, Jeff Ke rr-,' 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 MM LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl 'PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >348 BCLL 0.0 Rep Stress Incr YES WB 0:00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=127/Mechanical, B=276/0-8-0, D=46/Mechanical Max Horz B=100(load case 5) Max UpliftC=-94(load case 5), B=-69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=41 BOT CHORD B-D=0 NOTES (3). 1) Wind: ASCE 7-98 per F13C2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 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 responsibilit 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ5 a I Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 5390698p EJ7 JACK 18 1 Job Reference (optional) Universal Forest Products, Inc., Burlington P27 5, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inca Sat Apr 19 12:17:12 2003 Page 1 1 0 0 7-0-0 Scale = 1:15 U4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TL20 245/193 TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a - n/a TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0:17 A >93 BCLL 0.0 Rep. Stress Incr YES FBC2001 WB 0.00 (Matrix) Horz(TL) -0.00 C n/a 1st LC LL Min I/defl = 240 Weight: 23 lb BCDL 10:0 Code LUMBER BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 4 SYP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X.4 SYP No.2 REACTIONS (lb/size) C=190/Mechanical, B=352/0-8-0, D=66/Mechanical Max Horz B=137(load case 5) Max UpliftC=-135(load case 5), B=-62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=61 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and rightexposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B. 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 or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ17 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H1 HIP 1 1 Job Reference o tional Universal Forest Products,lnc., Burlington, NC 721`5;t eft OFF �`� 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19,13:25:37 2003 Page 1 1-0-p 4-6-4 7-0-0 , 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 , 35-5-12 , 40-0-0 41-0i0 1-0-0 4-6-4 2-5-12 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 2-5-12 4-6-4 1-0-0 Scale - 1:68. 7x10 = 7x10 = 5.00 r12 5x6 = 5x8 = 2x5 11 5x6 = 5x6 D E F 2a H I J z3 J 2x3 C K 1 w1 w1 W1 W1 3 tw ci B L 132 M 7T CIA Ri 500 = u T S R O P O N 5x10 = 5x6 = 500 M1118H= 5x8 = 5x6 = . 5x6 = 5x6 = 5x6 = 500 M1118H= 7-1-12 12-3-7 17-5-2 22-6-14 27`8-9 , 32-10-4 40-0-0 i 7-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 7-1-12 Plate Offsets X,Y : B:0-2-7 Ed a D:0-3-12 0-4-4 , J:0-3-12 0-4-4 , L:0-2-7,Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.93 Q-R >510 TL20 245/10 TCDL 10.0 Lumber increase 1.25 BC 0.93 Vert(TL) -1.53 Q-R >308 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.27 L n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 250, lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Sheathed or 1-8-3 oc purlins. T2 2 X 6 SYP No.2, T3 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. BOT CHORD 2 X 6 SYP No.1 "Except' B22X6SYP SS WEBS 2 X 4 SYP No.3 'Except" W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2.X 4 SYP No.2, W1 2 X,4 SYP No.2 W12X4SYP No.2 REACTIONS (lb/size) B=3309/0-8-0, L=3309/0-8-0 Max Horz B=-75(load case 5) Max UpliftB=-939(load case 2), L=-939(load case 3) FORCES (lb) -First Load. Case Only TOP CHORD A-6=26, B-C=-,7372, C-D=-7387, D-E=-10163, E-F=-11707, F-G=-11707, G-H=-11707, H-1=-11726, 1-J=-10159, J-K=-7388, K-L=-7372, L-M=26 BOT CHORD B-U=6690, T-U=6864, S-T=6864, R-S=10161, (j-R=11726, P-Q=10157, 0-P=6865, N-0=6865, L N=6691 WEBS D-U=178, J-N=179, C-U=194, D-S=3740, E-S=-1565, E-R=1760, G-R=-629, H-R=-21, H-Q=-634, I-Q=1786, 1-P=-1570, K-N=195, J-P=3734 NOTES ' (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water, ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint B and 939 lb uplift at joint L. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.2Ib up at 33-0-0, and 385.01b down and 258.21b up at 7-0-0 on top chord. Design for/unspecified connection(s) is delegated to the building designer. B) Truss shall be fabricated per ANSIlTPI 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 tfha mi/iaw nr rartifirntinn of fha tri isc rlaRianP.r- - LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-60.0, D-J=-125.0, J-M= 60.0, B-L=-41.7 Concentrated Loads (lb) Vert: D=-385.0 J=-385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF I Date Req:04/25/2003 Draw No:53906980H1 Job Truss Truss Type qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H2 HIP TRUS A `` Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 -1-0-p 5-9-1 9-0-0 16-5-3 23-6-13 31-0-0 , 34-2-15 40-0-0 4,1-0�0 1-0-0 5-9-1 3-2-15 7-5-3 7-1-11 7-5-3 3-2-15 579-1 1-0-0 scale = 1:68. 5x6 = 3x6 = 3x8 = 3x6 = 5x6 = 5.00 12 D E F G 11 H 2x3 2x3 ,i c 1 2 w w1 4 w v _ B K '?IA 0 Ia 0 3x7 = P O N M L 3x7 =. 3x8 = 3x10 M1118H= 3x6 = 3x10M1118H= 3x8 = 5-9-1 9-1-12 20-0-0 30-10-4 34-2-15 , 40-0-0 I 5-9-1 3-4-11 10-10-4 10-10-4 3-4-11 5-9-1 Plate Offsets X,Y : D:0-3-0,0-2-4 H:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.35 IN >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.78 L-N >608 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.20 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 186 lb 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) 0=1653/0-8-0; J=1653/0-8-0 Max Horz B=-90(load case 5) Max UpliftB=-344(load case 2), J=-344(load case 3) BRACING TOP CHORD Sheathed or 2-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing WEBS 1 Row at midpt E-P, G-L FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3354, C-D=-3150, D-E=-2917, E-F=-4077, F-G=-4077, G-H=-2917, H-6-3150, I-J=-3354, J-K=22 BOT CHORD B-P=3001, O-P=3974, N-0=3974, M-N=39741 L-M=3974, J-L=3001 WEBS D-P=8451 H-L=845, C-P=-140, I-L=-140, E-P=-1192, E-N=150, G-N=150, G-L=-1192 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Dmph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 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 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 or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H2 Job Truss Truss Type Oty Ply Cent ex-Orlando/1692A/jsk/4-14-3 53906980 H3 H PTRUSS 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC.27215, Jeff Kerr 5.000`s Feb 20 2003 MiTek Industries; Inc. Sat Apr 19 12:17:13 2003 Page 1 1-0-p 6-10-4 11-0-0 17-0-0 23-0-0 29-0-0 33-1-12 40-0-0 4,1-op 1-0-0 6-10-4 4-1-12 6-0-0 6-0-0 6-0-0 4-1-12 6-10-4 1-0-0 Scale - 1:68. 5x6 = 3x6 = 5x8 — 5x6 = 5.00 F12 - E _ F TIA . 2x3 - 2x3 . c H w1 2 w W1 4 W a e 1 J aIA Io 0 0 3x7 = O N M L K 3x7 = 3x10 M1118H= 3x6 = 3x8 3x8 = 3x10 M1118H= 6-10-4 11-1-12 20-0-0 28-10-4 33-1-12 1 40-0-0 6-10-4 4-3-8 8-10-4 8-10-4 4-3-8 6-1 0-4 Plate Offsets X,Y : D:0-3-0,0-2-4 , F:0-4-0,0-3-0 , G:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL . 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.26 1 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.58 B-0 >812 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.17 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 190 lb 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) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=106(load case 4) Max UpliftB=-317(load case 2), 1=-317(load case 3) BRACING TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3291, C-D=-2975, D-E=-2721, E-F=-3328, F-G=-2721, G-H=-2975, H-6-3291,1-J=22 BOT CHORD B-0=2961, N-0=32791 M-N=3279, L-M=3279, K-L=3279, I-K=2961 WEBS D-0=836, G-K=836, C-O=-316, H-K=-316, E-0=-712, E-M=90, F-M=90, F-K=-712 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosedVWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint I. 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 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 or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H3 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 ]H4 COMMON ---' -`Gum► 2 1 Job Reference (optional) Universal Forest Products, Inc., Burlington;FNC'27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 Page 1 1-0-p 7-1-3 13-0-0 27-0-0 32-10-13 40-0-0 4,10i0 1-0-0 7-1-3 5-10-13 14-0-0 5-10-13 7-1-3 1-0-0 Scale = 1:68. 5x6 = 5x6 = 2x3 11 D E F 5.00 F12 2x3 O 2x3 �i C W W2 W2 3 O IT 4 w In Iy � o 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X,Y : D:0-3-0,0-2-4 , F:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.50 L-N >944 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 189 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1.653/0-8-0, H=1653/0-8-0 Max Horz B=122(load case 4) Max UpliftB=-290(load case 2), H=-290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3309, C-D=-3016, F-G=-3016, G-H=-3309, H-1=22, D-E=-2893, E-F=-2893 BOT CHORD B-N=29761 M-N=2500, L-M=2500, K-L=25001 J-K=2500, H-J=2976 WEBS C-N=-342, D-N=496, F-J=496, G-J=-342, E-L=-430, D-L=498, F-L=498 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/rPI 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 responsibilit 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 i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H4 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 pnrg' ` 53906980 H5 COMniI 2 1 � Job Reference o tional Universal Forest Products,lnc., Burlington; NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:14 2003 Page 1 1-0-p 7-1-3 15-0-0 25-0-0 32-10-13 40 0 0 4,1 0�0 ! 1-0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0 Scale = 1:68. 5x6 = 2x3 II 5x6 = D F F 5x8 5.00 12 5A C W 2 W 3 G 4 W �B A H I Io 3x7 = N M L K J 3x7 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = i 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 e Offsets X,Y : C:0-4-0,0-3-0 , D:0-3-0,0-2-4 , F:0-3-0,0-2-4 , G:074-0,0-3-0 DING (psf) fTC SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP L 20.0 Plates Increase 1.25 TC 0..61 Vert(LL) -0.20 L >999 TL20 245/193 L 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.47 L-N >998 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=138(load case 4) Max UpliftB=-313(load case 4), H=-313(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3333, C-D=-3011, F-G=-3011, G-H=-3333, H-1=22, D-E=-2479, E-F=-2479 BOT CHORD B-N=3004, M-N=2322, L-M=2322, K-L=2322, J-K=2322, H-J=3004 WEBS C-N=-421, b-N=620, F-J=620, G-J—'-421, E-L=-208, D-L=252, F. L=252 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint B and 313 lb uplift at joint H. 5) Truss shall be fabricated per ANSIfFPI 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 responsibilit 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 CASES) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906§80 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H5 Job T russ Truss Type Qty . 53906980 H6 COMMON ti :s., LPly]Centex-Orlando/1692A/jsk/4-14-3 2 Job Reference o tional Universal Forest Products,Inc., Burlington,'"C 27215 Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 200 PPage -1-0-p 7-1-3 13-8-1 17-0-0 23-0-0 , 26-3-15 32-10-13 40 0 0 4,1 Oi0 1-0-0 7-1-3 6-6-13 3-3-15 6-0-0 3-3-15 6-6-13 7-1-3 1-0-0 Scale - 1:6f 5.00 12 5x6 = 5x6 = 5x8 E F 5x8 D G 2x3 c w W2 W2 3 H n 4 w A �6 I J Iq 3x7 = O N M O L K 3x7 3x6 = 3x8 = 5x10 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X,Y : D:0-4-0,0-3-0 , E:0-3-0',0-2-4 , F:0-3-0,0-2-4 , G:0-4-0,0-3-0 LOADING (TO.ORep ING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 2 Increase 1.25 TC 0.52 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 1er Increase 1.25 BC 0.78 Vert(TL) -0.46 M-0 >999 BCLL tress Incr YES WB 0.35 Horz(TL) 0.15 1 n/a BCDL 1 FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 205 lb 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) B=1653/0-8-0,1=1653/0-8-0 Max Horz B=154(load case 4) Max UpliftB=-333(load case 4), 1=-333(load case 5) BRACING TOP CHORD Sheathed or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. WEBS 1 Row at midpt D-M, G-M FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3323, C-D= 3011, D-E— 2143, F-G= 2143, G-H=-3011, H-I=-3323, 1-J=22, E-F=2166 BOT CHORD B-0=2993, N-0=2425, M-N=2425, L-M=2425, K-L=2425, 1=K=2993 . WEBS , C-O=-389, D-0=546, D-M=-651, G-M=-651, G-K=546, H-K=-389, E-M=575, F-M=575 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint I. 5) 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 or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H6 T Job ---]russ 53906980 H7 Truss Type COMMON�� ��1 7�"' Inc., Burlington, !N'2.7-21'5 Jeff Kerr Qty I Ply 2 Job Reference (optional) s Feb 20 2003 MiTek Industries, Inc. Sat Apr 14-3 age -1-0-1? 7-1-3 13-8-1 19-0-0 21-0-01 26-3-15 32-10-13 40-0-0 4, -Op 1-0-0 7-1-3 6-6-13 5-3-15 2-0-0 5-3-15 6-6-13 7-1-3 1-0-0 Scale - 1 5.00 f 12 5x6 = 5x6 = E F 3x7 = O N M L K 3x7 = 3x6 = 3x8 = 502 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 10-3-14 9-8-2 9-8-2 Plate Offsets (X,Y): [D:0-4-0,0-3-0],[E:0-3-0,0-2-41,[F:0-3-0,0-2-41,[G:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.20 M >999 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 M-0 >999 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 ILUMBER 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) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=170(load case 4) Max UpliftB=-352(load case 4), 1=-352(load case 5) 10-3-14 PLATES GRIP TL20 245/193 Weight: 206 lb BRACING TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. WEBS 1 Row at midpt D-M, G-M FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3319, C-D=-3012, D-E=-2116, F-G=-2116, G-H= 3012, H-6-3319, I-J=22, E-F=-1963 BOT CHORD B-0=2988, N-0=2435, M-N=2435, L-M=2435, K-L=2435, I-K=2988 WEBS , C-O=-376, D-0=537, D-M=-735, G-M=-735, G-K=537, H-K=-376, E-M=591, F-M=591 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint 1. 5) 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 or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H7 Job Truss Truss Type yp Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H9 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1 -1-0-p 6-11-9 , 10-0-0 , 13-0-0 , 19-6-4 26-2-4 33-0-0 40-0-0 4,1-0 0 1-0-0 6-11-9 3-0-7 3-0-0 6-6-4 6-8-0 6-9-12 7-0-0 1-0-0 Scale = 1:59. 5x6 = 5.00 12 D 5x6 = 2x3 �� 3x6_ 3x8 = 3x6 = 5x6 = O E F G H Tq 2 W W4 1 W4 1 W 1 of B i M A K o Iq 0 3x7 = O P O N M L 3x7 = 3x10 M1118H= 3x6 = 3x6 = 3x6 = 3x8 = 3x10 M1118H= 10-0-0 , 19-6-4 26-2-4 32-10-4 40-0-0 i 10-0-0 9-6-4 6-8-0 6-8-0 7-1-12 Plate Offsets X,Y : 1:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) . I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.50 N-0 >950 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.99 O-Q >478 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.22 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well = 240 Weight: 185 lb LUMBER BRACING TOP CHORD '2 X 4 SYP No.2 TOP CHORD Sheathed or 2-3-4 oc purlins. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt ` H-L REACTIONS (lb/size) B=1653/0-8-0, J=1653/0-8-0 Max Horz B=-97(load case 5) Max UpliftB=-257(load case 3), J=-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3326, C-D=-3052, E-F=-5297, F-G=-4761, G-H=-476.1, H-1=-3084, I-J=-3396, J-K=22, D-E=-3042 BOT CHORD B-Q=2975, P-Q=4576, 0-P=4576, N-0=5297, M-N=4761, L-M=4761, J-L=3039 WEBS I-L=911, D-Q=2195, E-Q=-2540, C-Q=-282, E-0=792, F-O=-169, F-N=-586, H-N=355, H-L=-1836 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint B and 444 lb uplift at joint J. 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 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 or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO . Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H9 Job Job Truss Truss Type Qty Ply Centex Orlando/1692A/jsk/4-14-3 5390 53906980 H10 MONGfHIPx 1 1 ` � Job Reference o tional Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries; Inc. Sat Apr 19 12:17:16 2003 Page 1 -1-0-0 5-0-0 12-10-0 20-8-0 1-0-0 5-0-0 7-10-0 7-10-0 Scale =1:36. 5x5 = 3x4 — 3x7 = 5.00 F,2.. C D E w2 w2 8 3x5 = H G 3x4 = 5x6 = 3x4 II 5-1-12 12-10-0 14-0-0 20-8-0 5-1-12 7-8-4 1-2-0 6-8-0 Plate Offsets X,Y : G:0-2-12,0-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.05 G-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.13 G-H >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 BOT CHORD WEBS 2 X 4 SYP No.2 *Except* W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 REACTIONS (lb/size) G=1449/0-8-0, F=400/0-8-0, B=799/0-8-0 Max Horz B=111(load case 3) Max UpliftG=-432(load case 3), F=-117(load case 3), 6=-227(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1410, C-D=-1256, D-E=-37, E-F= 284 BOT CHORD B-H=1266, G-H=37, F-G=229 WEBS ' C-H=-145, D-H=1264, D-G=-1134, E-G=-199 Sheathed or 4-6-1 oc purlins, except end verticals. Rigid ceiling directly applied or 9-6-9 oc bracing. NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432'lb uplift at joint G, 117 lb uplift at joint F and 227 lb uplift at.joint B. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) G. 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or connections) required to support concentrated toad(s) 175:Olb down and 117.31b up at 5-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 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 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 or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: B-F=-31.7, A-C=-60.0, C-E=-95.0 Concentrated Loads (lb) Vert: C= 175.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H10 F—.6 I Job Truss Truss Type "Oty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H11 HIPS"" 1 1 Job Reference (optional) Universal Forest Products,lnc., Bur,4ngton; NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 1-1-0-0 7-0-0 13-0-0 20-0-0 1-0-0 7-0-0 6-0-0 7-0-0 Scale = 1:34. 5x8 = 5x6 = C D 5.00 F12 W1 7 B E i Io -- 3x6 = H O F 3x6 = 2x3 11 300 M1118H= 3x4 = 7-1-12 12-10-4 20-0-0 7-1-12 5-8-8 7-1-12 Plate Offsets X,Y ; C:0-5-12;0-2-8 , D:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.13 F-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.26 E-F >890 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.08 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 80 lb 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) E=1560/0-8-0, B=1646/0-8-0 Max Horz B=81(load case 4) Max UpliftE=-377(load case 5), B=-447(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3214, C-D=-2921, D-E=-3225 BOT CHORD B-H=2895, G-H=2909, F-G=2909, E-F=2907 WEBS C-H=275, D-F=278, C-F=14 BRACING TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.0psf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint E and 447 lb uplift at joint B. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 13-0-0, and 385.01b down and 258.21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) 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 or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-C=-60.0, C-D=-125.0, D-E=-60.0, B-E= 41.7 Concentrated Loads (Ib) Vert: C=-385.0 D=-385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw,No:53906980H11 Job Truss Truss Type Qty Ply Centex Orlando/1692A/jsW4 14 3 :., rr, 53906980 H12 Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 -1-0-0 6-11-9 9-0-0 11-0-0 13-0-7 20-0-0 1-0-0 6-11-9 2-0-7 2-0-0 2-0-7 6-11-9 Scale = 1:34. 5x4 = 5x4 = D E 20 \\ 2x3 5.00 12 C F 2 4 B G Ig 3x5 = I H 3x5 = 3x4 = 3x6 = 3x4 = 9-1 12 10-10-4 , 20-0-0 9-1-12 1-8-8 9-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.09 G-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.25 G-H >927 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 G n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) G=771/0-8-0, B=856/0-8-0 Max Horz B=97(load case 4) Max UpliftG=-134(load case 5), B=-204(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1383, C-D=-1137, D-E=-1003, E-F=-1140, F-G=-1375 BOT CHORD B-J=1200, 1-J=1003, H-1=1003, G-H=1210 WEBS D-J=389, E-H=414, C-J=-344, F-H=-361 NOTES - (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint G and 204 lb uplift at joint B. 5) 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 responsibilit 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 6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H12 Job, Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H13 COMM Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 1-1-0-0 6-11-9 10-0-0 13-0-7 20-0-0 1-0-0 6-11-9 3-0-7 3-0-7 6-11-9 Scale =1:34. 5x4 = D 5.00 12 2x3 2x3 i/ c E 1 2 w F B ' Bi Io 3x5 = G 3x5 = 5x8 = 10-0-0 20-0-0 i 10-0-0 10-0-0 Plate Offsets X,Y : G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.10 F-G >999. TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.26 F-G >877 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.03 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 82 lb 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) B=856/0-8-0, F=771/0-8-0 Max Horz B=105(load case 4) Max UpliftB=-213(load case 4), F=-143(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1380, C-D=-1074, D-E=-1075, E-F=-1370 BOT CHORD B-G=1198, F-G=1205 WEBS C-G=-361, D-G=737, E-G= 371 BRACING TOP CHORD Sheathed or 4-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint B and 143 lb uplift at joint F. 4) 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 responsibilit 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 &ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H13 ■ Job Truss Truss Type ! 53906980 HJ5 JACK Universal Forest Products,lnc„ Burlington, NC 27215, Jeff Kerr Qty Ply Centex-Orlando/1692A/jsk/4-14-3 _ 1' 1 Job Reference (notional) i.000 s.Feb 20 2003 MiTek Industries, Inc. 'Sat Apr 19 12:17:18 2003 Page 1 1'-6-8 B E 3x4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10:0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 3.54 F12 T1 7-0-2 B1 Scab 1:�.' 7-0-2 7-0-2 CSf DEFL in (loc) I/defl PLATES GRIP TC 0.56 Vert(LL) n/a - n/a TL20 245/193 SC 0.22 Vert(TQ 0.14 A >160 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 1st LC LL Min I/defl = 240 Weight: 24 lb BRACING TOP CHORD Sheathed or 7-0-2 oc purlins. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. R REACTIONS (lb/size) C=224/Mechanical; B=280/0-8-0, D=80/Mechanical Max Horz B=91(load case 3) Max UpliftC=-148(load case 5), B=-74(load case 2) FORCES (lb) First Load Case Only TOP CHORD A-E=21, B-E=21, B-C=47 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint C and 74 lb uplift at joint B. 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 or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-E=-60.0 Trapezoidal Loads (plf) Vert: E=-0.0-to-C=-106.1, B=-1.7-to-D=-35.4 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ5 FTru: i HJ7 I Universal Forest Pr I 1-6-8 Truss Trype'"' Oty Ply Centex-Orlando/1692A/jsk/4-14-3 Job Reference (optional) Is,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:18 2003 Paqe 1 3x4 = 6-7-12 9-10 6-7-12 3-2-5 Scale = 1:18 D 6-7-12 9-10-1_ 6-7-12 3-2-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.02 F-G >999 TL20 245/193 TC'DL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.05 B-G >999 BCLL 0.0 Rep Stress Incr 'NO WB 0.20 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) D=150/Mechanical, B=437/0-8-0, E=473/Mechanical Max Horz B=176(load case 2) Max UpliftD=-113(load case 5), B=-137(load case 2), E=-80(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-H=21, B-H=21, B-C=-743, C-D=-68 BOT CHORD B-13=679, F-G=679, E-F=O WEBS C-G=215, C-F=-826 NOTES • (3) 1),Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical leftand right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint D, 137 lb uplift at joint B and 80 lb uplift at joint E. 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 or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-H=-60.0 Trapezoidal Loads (plf) Vert: H=-O.O-to-D=-148.5, B=-1.7-to-E=-49,5 I . Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ7 Job russ Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 JT8 ,COMMON 5 1 Job Reference o tional Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:19 2003 Page 1 -1-0-Q 7-1-3 , 13-8-1 20-0-0 , 26-3-15 32-10-13 , 40-0-0 11-0�0 i 1-0-0 7-1-3 6-6-13 6-3-15 i 6-3-15 6-6-13 7-1-3 1-0-0 Scale -1:67. 5.00 12 5x6 = E 5x8 9 5x8 D F 20 J 2x3 c w W2 W2 3, G 4 w B H I - q1A Ia 0 0 3x7 = N M L - K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-1.4 Plate Offsets X,Y : D:0-4-0,0-3-0 , F:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber increase 1.25 BC 0.78 Vert(TL) -0.47 L-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 196 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=178(load case 4) Max UpliftB=-360(load case 4), H=-360(load case 5) BRACING TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing WEBS 1 Row at midpt D-L, F-L FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3317, C-D=-3013, D-E=-2114, E-F=-2114, F-G=-3013, G-H=-3317, H-1=22 BOT CHORD B-N=2986; M-N=2442, L-M=2442, K-L=2442, J-K=2442, H-J=2986 WEBS I C-N=-370, D-N=532, D-L=-747, E-L=1180, F-L= 747, F-J=532, G-J=-370. NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category Ill exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding, 360 lb uplift at joint B and 360 lb uplift at"joint H. 4) 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 or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980T8 & I 'S AL 1 OTE5 1. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY or —THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 3. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JUR15DICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 34"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", E)/ EPT FOR O T! 1E "rIVE�AND R-rC EXTERIOR cTERIO 'ELEVATIONS EV TION NHI H AC- ALL I'7XI1 PLANS ARE DRAWN TO THE SCALE - I/81 = —0 1, EX GZ7 T—Gr�T7L�1 E TNP REAR EXTERIOR XTE IO ZELEVATIONS ' AH1611 ARE PRAAN TO " 11 DESIGN PARAMETERS BASIC WIND SPEED = 10 M.P.H. (FASTEST MILE) 110 M.P.H. (3 SECOND (5UST) WIND IMPORTANCE FACTOR =. 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT; +/— 0.15 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS WALLS— _ +22 , —IS PSF — ROOFS = +20 —20 PSF (-30 PSF AT OVERHANGS) J. V — q oY� u o SHEET NO. C - COVER SHEET 1 - FOUNDATION PLAN, FILLED CELL DIAL. 2 - PRECAST LINTEL DIAGRAM 3 - PRECAST LINTEL LOAD TABLES 4 - FLOOR PLAN 5 - TRUSS LAYOUT 5.1 - STRAPPING SCHEDULE 6 - EXTERIOR ELEVATIONS 7 --ELECTRICAL PLAN, ELECTRICAL RISER, PLUMBING RISER 8 - GEN. NOTES & TYP. CONST. DETAILS 9 - GABLE END & OPENING DETAILS KUKRICANE ENGINEE BY: ENGINEERING (407) 774-9003 FAX: (407) 774-8477 . N1 P.O. BOX 161613 ALTA40E SPRINGS. FL 32716 R"MS J. M7DFR�N PEj 47819 APR 2 2 F_ O .J N co c- F, 1 LL F_ W .I W _I >0 O C) U) tj W O (l)cn O QPij at, Y. X is O ! LL la�i f�It 61c615.90up Sheet C s}• CzNc. SLAB ry FIBERMMH OVER 6 MIL. VAPOR BARRIER OVER TREATED GONIPAC. FILL 0-v i N0RADE AVERTICALREBAR MONO. SLAD — G.M.U. ONE STORY EXPANSION NON LOAD BOLT (TwJ BRG. WALL 9}7 C VW_ SLAB IW FiaERMES" OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL / 1-#5 VAR CONT. m - � GRADE A 8• , SLAB NON-BEAMNIS 0—')THl0KM4W IIT�. MONOLITHIC FOUN ATION DETAILS Z IPM-RESWO SLAB NON -SKIS. ® ISARAISE KTA MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RE515T A 100 M.P.H. LOAD DESIGN WALL PRE55URE T = 22 P5F MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS 15 25 P.S.I. - A.G.I. 551 TABLE 10.1 SECTION PROPERTIES b" PARTIALLY GROUTED WALL = g5A5" (MA50NARY STRUCTURES A.C:I) M = wl*l /b, 5 = WL'LX12/ &XT = 95.45 , 1 = 10.4 FT. USE 6'-0" HORIZ. 5PACING - 9'-4' CEILING MAX. (F5 = 1.3) USE 6'-0' HORIZ. SPACING - 10'-0" TO 12'-b' CEILING MAX USE 6'-0" HORIZ. 5PAGIN6 - 12'-b' TO 15' CEILING MAX b ADD LINTEL W/ (1) #5 CONT. ® g'-4' H&T. (t/- b') FOUNDATION PLAN NOTES 1692: 1) ELEVATION,'A' SHOWN: SEE PARTIAL PLANS ON SHEET 'A5-5' FOR ELEV. 'B' CHANGES. 2) THIS STRUCTURE HAS 6EEN DESIGNED TO MEET OR EXCEED.THE 110 M.PJ4.-3 SECOND &UST W1M LOAD REQUIREMENTS OF THE FLORIDA BUILDIN& CODE 2001 EDITION: •R""" •:.a• l �e: 3) AIR HANDLER TO HAVE MIN. 4" CLEARANCE ON ALL SIDES AND ENCLOWRE SPACE TO BE MIN. 12" WIDER THAN APPLIANCE. 4) A/C PLATFORM BY BUILDER ENGINEERING (4" 774-000.3 FAX-- (" 771-6177 PA 60X macs N.im4ow 6PNNG, FL 3VI6 T1 1 M OUGM FU 47311 - - - - - - - ----1 1 1 i OPT. I IO'OX4' PATid dns". I FOUNDATION PLAN ELEV. "A" APR 2 alea�ea oy: aww � m-s2-ut sheet Of AST ° RET4f1692 LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L 1 IT-4" BFIb-IB/IT ALLIED LINTEL: A-13. L 2 T-6" SFIb-IB/IT ALLIED LINTEL: A-5 L 3 7' 6" BFIb-IB/IT. ALLIED LINTEL: A-5 L 4 4'-6" 61`I6-013/IT ALLIED LINTEL: A-3 L 5 4'-(," 81`I6=013IT ALLIED LINTEL: A-3 L b l'-6" 61`I6-I0/IT ALLIED LINTEL: A-5 L l 4'-b" 8FI6-05/IT ALLIED LINTEL: A-3 L H 4'-b" 8FI6-013IT ALLIED LINTEL: A-3 L 9 4'-b" 81`I6-05/IT ALLIED LINTEL: A-3 LINTEL PiA&RAm NOTES 1(p92: 1) SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2) SEE SHEET "A6.I" FOR LINTEL TABLES. A/G COND. YV 36X36X4 GONG. PAD r--------- --i I I !OPT. 12 10.'OX4" PATI- I I . 1 - OPT. LOCATION A/c. C.OND. ! a ! W/ 36X36X4 GONG. PAD 6'8X OX4"! PATI( (VELE JIM PATIO N PO L DtCK) L-2 LINTEL PLAN ® V4BaI'-0" ENGINEERING (" n4-B003 FM- (4ffn n4-U77 . P.O. BOX 161613 N.lN10NfE SpR*.= M 3916 T1O1MY J. NOF/6¢M PEO 4]619 L-3 L-5 L-4 Ll designed by. N aa1w, br. dmw design data gt,22-0t sheet 2 Of. NOTES; CAST-CRETE SAFE LOAD MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS 1. f 11 precast Itlteb = 3500 psL 2• f'c prestressed tlnteb = 6000 psL ,. * r1r, • C-•r ut / n1f r)rrC 3. f'c 4 out = 5000 Ps1 w/ maximum 3/H' a99r e9a 4. Gonarete masonry units (GNAT) per ASTM C40 w/ minimum net area compresstve strength = I-100 psi. 5. Reba" provided in precast 1trltel per ASTM A615 _ 6R60: Field raiser per ASTM A615 GR40 or 61i60_ 6. PrOstresstnq strand per A5TM A416 grade 210 tow re(axdtion_ - - 7. 7,32 wire per ASTM A510. 8 Mortcr .per ASTM GZ70 type M or 5. CGENERAL NOTES 1. Provide Nil mortar head and bed Joints. 2."Shore filled lintels as required. 3• installation of loltel must comply with the architectural and/or structural droHings. 4 Lintels are mervfactured w1th:5-1/2' long notches.at.the ends to accommodate vertical cell reinforcing and Vtic:x 5 All lintels=meet or exceed L/360 vertical deP ecUon, except Unteb IT-4•.and longer with a nominal height of H• meet'.or exceed.V160. b 13ottom field added rebor to be located at the bottom of the lintel cavity. 7 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Gast-m-place concrete may be provided In composite lintel In lieu of concrete masonry units. Safe load rates based on rational design analysis per q' AGI 518 and ACI 530 SAFE LOAD .TABLE NOTES 1. All values based on minimum 4' bearing. Exception: Sofa foods for unfilled lintels must be reduced by 20% it bearing length is less than Safe loads for all recessed lintels based I r 8' nominal bearing. . 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable 'toad on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebor. 5. Additional lateral load copocity,con be obtained by the designer by providing addlonai reinforced masonry above the .precast lintel. 6. One a"1 rebar may be Substitutedfor two a5 rebars in 6" lintels only. 1, The designer may -evaluate. concentrated loads from the safe load tables .by colculating the moxW"n resisting moment and shear at d-away from the Pace ofsupport. 5. For composite lintel he[ ghts not shown, use safe load From next lower helgl'tt. q. All safe loads in units of, pounds per -linear foot. - - GRAVITY W-4' (52) PRECAST (54) PRECAST (65) FREGAST 5'-10'rf0) PRECAST 6'c8' (so)FREGAST. TABLES 1'-6' (90) PREGA5T 665 764: 9'I'1 2929 5p,O9: 54g2 6624 Sig] 9'-8' (IIb) PRECAST B'n 420'. 604 1� IOi1 1542 W14 1686- 535 429 '4441 -2R9 2615 3545 20'f5 8 PRECAST W/ 2" RECESS DOOR U-LINTELS m4pare UPLIFT L47ERAL LEN5TH TYPE bit" aw- 6Ru6 (52') AST 044- 615 240 15260 41M '4%7 9625 q92 -02 1244 MM 2984 5no -4000 4850 I964G. (54) PREGA5T M60'1 w" 9121 "57 4156 MnT 655 M. IM3 NB5 =40 W56 5807 4643 54W 168)'I°R£GAST. 424'. 1172 IT6 2425 5095 9664. 4325. 5a sod ' q24 IB2 1141 2951 211V 9603 4250 rho) PRECAST - aqb• It9b: n42 2952 24ti9 5561 419b 4e9 �. bqb a44 *"o 22as 2691 54-n 4106 (60') PRECAST_ Tib 862 FiiS 2042 2519 9b1 3642 b50 1100 71s 11%. ~ w81- 25w 503S-. 9569 {q0) PRECAST 6w 697 t925 Me 2290 2153 5221 710 4M bbH E44' 1902 ''rt62 2225 2640. 551 (116") PRFCA5T �' 455 606 u25. rats: .104 was sie ens 535 527 1004 - t9fiq : 1728- 2088 2450 '1REDUGE VALUE BY 15% FOR GRADE 40 t-IF-I U i<tt3Rrc 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY LEN(:IN IYPE �� er6-® ans-� 2'-tOi34") 1'REGA6T .sbe 44ts 6oyl 1=6 W04 OW5 11436 230 9ro6 4473 609q 1516 4004 10412 IN56 3'-6' (42') WrrG T Bide W'.i 46a4 boa l36 8650 g447 230 5" 4475 6094 1=6 W04 t04@ 11196 4'-0' (aH) PREGPST 2525 24-0 5461 � 44W 5410 6e64 15W . 2646 I.441a 60M 7526 W04 10412 U496 4'-6' (54')•P'RECA6T - 1651 till wt5 2651 0409 4N4 4&* 5644. 2rto 4021 6094: 1526 1 wo4l I0412'. '.9666 5'-4' (64•) FREGAST 1164 I229 '.ro01 row" 29rt" 2b� ' 9896 �9846 t665. 2bs4 96M 666.' 54ao 6424..,.1450'. - 5'-10'ri0') PRECAST - 4'T2 f00o rJaM 1 414 ; las4 2504 2121 9I91 t45q 2464 4" 5456 4451 52W 6122 - b'-b•-(1H") PRECAST, 937 , 2I01 92e9 2146 94'J6 541I :4565. M55 2101 55%: Sato 104 s449 6640- l'$' (,go-) PRECAST -. . "6'-11024 . 1615 2585"wg4 ;2484 2a66 spa'._ lo2•t i61s ;'26w` 565q ✓bv6 66L9. 9041. 9'-4' (112") PREC.A5T - 513 692 WYI 1464' EW F482 t164 2=2 768 IZ12 IM 2944 3461 1Cso -307' 10'-6026) PRECAST 462 602 It25-. 98 N22 026 ':ISM 456 656 1025 M4 -- 20M 2Tf4 9t90 2404 PRECAST " - 445 5" - 455 0" rs54 2555 rw5 .2015 54a q55 OW is" 24M . St%. 4044 12'-0"(144) PRECAST 414 5 5 1254. Iee4 2014. MO 018 'T 964 1234 . 22t1 2552. WW �13'-4'(160•) PRECAST 362 421 126 Io26: I�1 w99. 1224 IMe 4a3 ' 148 to16 : 14M - MW 2945 2420 14'-0"(IbH) PRECAST 9d 646 ' Iwo 462 fall - 1260 33H 455 700 1005 1595 i114 2155 26" PRES NR. tit T:t tat rat . M't - Mt rat 465 16SF610 2045 2610 5185 5765 15'-4' (184') PRES _ NJ:? rat .tat to w W w 420 .. 695 1853- 2310 2990 5M0 rr•-4•(209'XREs NJz: rat NR Mo 590 1400 IDOO 2200- 2600 (232')PRE5 N.R21'-4' laci'-4' (256)PREb NR Nx TR NR NR rati69 -990 440 040 r7bo 2110 22'-0'(2a4')PRE5TRr55 NP- rai NR Mx.. w - tat. -w - NR 160 `300 510 6'r0 1250 - r66o r4'10 24'-0"(2bb')PRESiRE56 NR.. Mt Mx NR !8L -.. lit NFx 130 240 1 410 7M0 1030 1350 Wa NOTES: ALLIED MATERIALS 6 INSTALLATION *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR LINTEL TABLES ' _ 1. robcsr in precast lintel GR60 per ASTM A615 2. reborin poured beam CR40 per A5TM A615 ALLIED - GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS- - 6>i ` 3: f'c for precast lintels =4000pg1 field =3000pst GTH 8"X8" 8"X8" 8'X12" 8"X16' 8"X20' I 8"X24" - 8'X28" 8"X32" 4. f'c for concrete LINTEL NO. LE UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED_ t concrete masonry units per ASTM C _ E. n E . - •�.� •. - mortar pper A5TM 6210 tt�a M or 5 6. oolewlatlons.by- 6:.Nerlmrn, P.E., - A-1 2'10' 654q 6251- 10125 12000 12000 12000 12000 12000 .Richard A_2 g'6' 3H38 3H5H 5231 8552 11440 12000 12000 12000 . . s � Rlddfe-Nertman "Ineering Inc. O.G. 6601 g924 ':: _ 1. share ancomposite llntols 4' b_ off composite beams calculated with 105 in top of be - q. on nominal 6' bearing fA-3 4'6' 2061 _ 1914 3361 4616 6156 126g 5350 gi - g' A-4 5'10' ii28 ...lobo IHIO 2483 333b 5913 465 (safm )based 10. all loads shorm In pounds per linear foot A-5 Iv 902 1056 Ib44 2542 52,14 4029 4790 5522 3346 i 6 A-6 -1'4' 656 636 1112 1554 I9g4 2436 2402 11. for lengthes not listed use next longer - 483 H4l - N10 1522 '. 1557 2217 - 2556 Q AAAS length for safe load A-1 10'6" 489 A-5 174 502 6 2g31 338g 8F16-IB/IT 8 i2-IB/T 8F8-18/T FIELD FZE13AR 05 GR A- 126 421 465 900 1224 1604 196H 230 2721 23411 >s 3 5q3 419 1T4 1053 051 16,42 2024 LINTEL SECTIONS ~ CMyL A -II 1410' 342 313 bq0 938 We 1510 1005 ' 2041 le, _ (0 `� € s A-12 14'8' .500 554 bib b42 Ito& 1352 1624 .A-15 i•1'4'- 212 2H5 436 611 606 qw 1160 15W d� Q CONCRETE FILL A-14 19 4' 250 - 395 496 850 1138 14011 I6gb 19110 j A-15 20'O' 225 365 4T3 ,84 - 1052 f300 t570 1831 L 2 05 REBAR AT TOP F = FILLED WITH GROUT / U = UNFILLED FIELD REBAR to 15 GR 40 Hit 1 MIN. (1) REQ'D QUANTITY OF 05 REBAR AT i-I/2" CLEAR BOTTOM OF LINTEL CAVITY 1-516"ACTUAL ALLIED UPLIFT AND LATERAL SAFE LOADS FOR U 8" CONCRETE '" LINTELS D ill LINTEL NO. LENGT FILLED FILLED FILLED FILLED BXSR FILLED Q -�. UNFILLED FILLED . FILLED FILLED _ / I / I T A-1 2110' 3096 3150 -11,14 10000 10000 10000 10000 10000 - 4405 revisiaic 4 (� 5*1 M35' 1H'16 - 5445 � 10000 � 10000 10000 .10000 , 10000 25g2 - Q • LQUANTITY ^5 A-5 4'6' Iota 1051 4224 5goo 6203 4440 10000 t0000 Isis - Z NOMINAL WIDTH OF A-4 5'IO' 515 605 2350 33tq 4300 . 53o3 .. 6766 7848 111 ill ° " GROUT NOMINAL I IEICsHT REBAR AT TOP A-5 1'6' 545 510 - 1421 191H 1 2552 5514 5661 4600 1 O A-& 9'4' 22H 252 q34 .1296 1665 2059 2542 2947 4 desNnedbr-m 05 REBAR AT B0770M A-"1 t0'6• l85 204 156 1044 1341 1662 2025 2347 3 d""in°Ya'"'"'d"�" �9 - a • OF LINTEL CAVITY A-8 ll'4' -505 - 555 652 411 1110 1452 1151 6 451 c by -.ate aastx o1,zc-w BOTTOM REINFORCMCI Ate{ 12'6' 241 282 615 160 991 I232 1464 1 8 -5/8"ACTU L. PROVIDED IN LINTEL A-10 Of 255 _ 255 510 103 692 nog 1903 t (VARIES) sheet 13" NOMINAL WIDTH A-11. 1410' 225 - 324 413 652 624 102H 1196 )01 }�� #� }� E E S (O ' A T 1 {���It O - A-12 A-13 -i4'H' 191 218 442 60g ,69 995 - 1106 114 ^. 3 114' 145 295 351 465 605 155 642 1 , - T 1 1 i� I' I ` - a - - A-14 19'4' t64 214 305 420 525 657 715 626 21 A-14 2ob' 174 205 - 2-% 1 405 504 650 1 600 - "166 116 Of: I (&_ HANDICAP -A00F551BLE BATH AREA GALGULATION5 16a2 TOTAL A/C LIVING AREA: 16-12 5F GARAGE 341 SF COVERED ENTRY: 38 5F PATIO: 40 5F TOTAL UNDER ROOF: 2121 5F TOTAL AREA: 216t SF FLOOR PLAN NOTE5 1(o92: 1) ELEVATION 'A' SHOWN: SEE PARTIAL FLAW - ON SHF-ET'A-513' FOR ELEV. IV CHANGES. 2) ALL INTERIOR WALLS TO BE 5-1/2" UNLESS NOTED OTHERWISE. B) ALL STRUCTURAL WOOD HEADERS TO BE DOUBLE 2'XIO" UNLESS NOTED OTHERWISE. 4) SEE FOUNDATION PLAN FOR FILLED CELL LOCATIONS.. 5) AIR HANDLER TO HAVE MIN. 4' CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12' WIDER THAN APPLIANCE. 6). A/C PLATFORM BY BUILDER T) ATTIC ACCESS TO BE 22'X54', FIELD LOCATED 6) BARTOP TO BE 40" H. KNEEWALL w/f6' BART I 40'-0^�----------------, I — I I 0♦•••♦!♦!♦!♦!♦!•!♦e'♦!♦!♦!•!♦!•!•!•i ♦ •l��i....♦. �� !♦!•!♦!♦!•!•!•!♦!♦!•!•!•!•!e� rle!♦!•!i!i!♦!♦!•!•!i!•!♦!•!•!•!•! FX. i ®I0 1• i .♦ ♦♦ ♦° COUNTRY KITCHEN iIi a • I __ - 11 •. Ll i•i r• �• �i i♦i 5ATH #2�e �! _ _ nl �• 1� ♦ :� h♦e� a �� Vie: �•i �� �� ., ��►� .• .. .. ....... ........ ENGINEERING n (w^ FLOOR PLAN >) �-boas cax: (a» n�-e�n PA. WX 161613 /UMIOWE SP CSR 33716 4 M n4aws OERSSoX wj ♦-mlo Un V4'-I'-O- _ B 0I., nN (V {fl O N n O N N �p �n T w APR 200 5r 12 0-4-1 ALL FLAT COUNGS!!! " 8. Tc uvE 20 ps TC DEAD: 7 psf Bc LNET 0 pef, BC DEAD10 psf TMU 37 pd DUR FAG:1.25 8'-0" PLATE HT. NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRUSS ANCI-NORAGE: NOTE, U USE (1) TYPE.-" (OR-INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (UN.OJ' 2) USE: (U TYPE -.*A• (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION.(UNOJ 3) USE ENUH26-N (OR'INTERCHANGEABI.E TIEFOR ALL JOIST HANGER CONNECTIONS (UNO) - 4) USE (3) I4..d OR (3) 131-x 3 1/4• PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER (T*B) 5) GABLE TRUSSES REQUIRE (1) TYPE •A' OR (I) TYPE 'C" STRAP AT 48• O/C FROM CENTER OF TRUSS. 6) ALL STUDSBELOWGIRDER TRUSSES SHALL BE EITHER CONNECTED u✓ SIMPSOK SP4 STRAP-5 TOP AND BOTTOM IN ADDITION TO OTHER 5TRIN APPG -ON PLANS. SIMILARLY, 4X4 POSTS REQURE (2)-SP4's ON EACH END. 4X6 POSTS REQUIRE (3)-5P4'6 ON EACH END. l) BOTTOM'14ALF OF MTS16 TRUSS STRAP5 SHALL BE EITHER NEATLY WRAPPED UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR POST DEPENDMG ON ALIGNMENT OF GIRDER AND STUDS OR POST BELOW - SEE POST STRAPPING ON let AND 2nc1 FLR PLANS •-FNEU ATIC EQUIVALENT MAY BE-5UBSTITUTED FOR HAND NAIL DESIGNATIONS" .- NAIL VALUES: _ BASED ON 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM ' TABLE 62c - 'NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES• NAIL SHEAR VALUE (Ib,) ad 103- IDd 125- 16d MS. 40-0-0 r•B m u-I - - - _; un 1 1 l Q� o� x a �.. 2 > �ro c rp to z O La � Q f- 0 J D D LL n 0 0 E i E fit N fill 1 CD ill I 40-0-0 _ ROOF TRUSS LAYOUT 'A' NTD. AP 2 2 0 sheet 5 Of. irks i2. s PSCORATIVE 4' SCORED MASONRY — - FINISH (TYF) MASONRY FINISH ON G.M.U. (TYP) TYPICAL t2 5 p � N 01 m 0Em a.m lm!m mm —yam COMPOSITION ROOF (TYPJ 8m a - -- 8' FA50IA (TYPJ m _ --- - T.O.S. G4!K � SCORED t n MASONRY, FIND ITYPJ ETt t't o m u _ SHUTTERS (TYP) 0 o � v' .4 FIN. FLR y� GRADE O a a SEE TRIM/DEG. SILL MONT ELEVATION 'A' DETAIL THIS SHEET 7 14 P-0° - FLR. OFF -RI T (TYPJ O' O FIN DGE VENT GRADE RIGHT ELEVATION 'A' � \ 1/4" = r-o" T.O.S. T.OJN. --'-----.;_.._.:_..T.:_.._::_..-.__.:_ _.. N. FLR. �O'-O" Ft - GRADE 11B O" T.O.a. —..—..—' FIN. FLR. O' O LE1=T ELEVATION '�' A R 2 04 dedgnee b: W d,.-e,.a.—a.09n br. — max w,not sheet 6 Of: LOAD TABLE MODEL 9692 QU T Y EQUIRlDff BREAKER CONDUCTOR 2 1 RANGE 40A 2/P 8 10p100. 2 1 DRYER 30A 2/1. 10 5;600 1 D15NWA` R 20A UP 12 poo I RE W.ER4TOR 20A 1/P 12 540 1 1 DISPOSAL 20A UP 12 540 I I UTASNER 20A UP 5 2 2 SMALL APPLI*4CE 20A UP 12 30Q0 6 6 GENERAL Lr*RWx 6A UP 14 6" 1 I GARAGE DOOR OPENER 15A UP 14 15M 1 6 PADDLE FA.45 (I6) MIA UP W 500 SUB-TOTAL(WATTS) 30 I s )VOW WAITS AT IOM 100W U 4TTS REMANDER 40% SJ52'WATTS A.C. 30M WATTS 30M WATTS TOTAL 21,152-240 WATTS TOTAL LOAD AMPS W13 AMFS SERVICE SIZE 150 AMPS 2 / 0 5ER CABLE U METER � > Q Q � W RANGE 8/3 W9 150 A MLO DRYER 10/3 W3 PANEL 5MALL APP. 12/2 n •4 BARE CU1 LIGHTING CIR . 14/24 U19 TO PPL TRANS 8' GROUND ROD 1692 ELECTRICAL RISER DIAL. / 150 A 4 WIRE 5VG, 2- V-TR.T 1112- VJR _ l 11• = g NO ELECTRICAL SYMBOL KEY L16HT FIXTURES - - RECESSED CAN LIC4M . REGE5SED CAN - EYEBALL r r3l GEILIN6 SURFACE MOUNT LIGHT WALL SURFACE MOWT,LI6HT L16HT W FULL CHA H SWITCH ® WALL SCONCE iLe�CF OUTLETS DUPLEX OUTLET 5PEGIA- PMl3r OUTLET IA. YW'1P 6.F.1 5WITCHED DUPLEX OUTLET - RANGe/oRY62 220V OUTLET DIRECT WIRE CONNECTION -� TELEPHONE OUTLET T4 - GATV (TELEVINOW OUTLET -0T THERMO`TAT - UNCIER-�� OR •GONG OUTLETS C£ILIN6 MOUNTED CUP. OUTLET SWITCHES SMILE POLE SWITCH THREE-WAY 5WITCH FOUR-WAY SWITCH - USER DEFINED 5W1TCH MISC FIXTURES --- EXHAU'T FAN EXHAUST FAR4-16HT EXHAU5T FA VLI(5,HT/HEAT OO 5MOKEDETECTOR ELECTRIC WALL HEATER ELECTRICAL PAMB EMERGENCY L16HTIN6 t-Ex� EXIT 5I6N n BAqEBoAFz:p ELECTRICAL 1692 PLUMBING RISER ELECTRICAL. PLAN NOTES 1612- 1) AIR HANDLER TO HAVE MIN. 4" CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12' WIDER THAN APPLIANCE. 2) A/C PLATFORM BY BUILDER 3) MSTR. BATH PAN TO TURN ON WITH LIGHT x O iW 36X3 X4 CONO. P 3s IL Q �e a �o Q pX 13 Q to 1 lu �w W �z to rV O Q z O QQ 0 HRICANE ENGINEERING (407) "4-WW FAX, (.on n4-e477 PA. w x 161613 KUJ O SPRRC% R 32/16 THp 1 MipEf6011 PE/ 47W9 OPT. LOCATION A/O COND. NV 56X56X4 CONE.'PAD ELECTRICAL PLAN t� V4n=1,-0„ r-------- — — — — —- [OPT. I O' X4" PATIO I 1 1 _ I 1 i [.y0�4ZX6 X4 AT f 'sN � � ��pp � 91 le � me � O) o c 0 n vni 13 E a cmo or$ N > mm .. = O N v91 O ("L iT V `n V Z�0 (W� _I (n W U J F- z Wwm w C) W J W CL HSI �8ggc 171 s a E N s flit fill - d-r W. e awl by anw d-9. aleama by aww 4 CORNER s' 2X - TOP PLATE UETA& DENOTES PIPE .. ANCHORAGEBAR - - PAssrs nmr�lMAE 3 STD.HOOKFRAME 5 BAR ,ROW of sTe114A11 S s� � THAN AW"r. T1,64M "�r11r, CONNECTION (-TYP SPACIN 2X4 BLOCKING RIPE PASSING THRL7SH SLEEVE SHALL BE 2LAWER TRAIN r TAPCON: 3/16 012• D.C. cru CONe FELED BA�BRET � PIPPEE PIPE PA551W. T161aEH I i EXP. BOLT. T/Y o 46' ac, TOP COURSE I 1 WA a 5 l; METAL FRAME WALL - - _ ; I J-.BOLT:- 1/2• 0 4a` O.C. 0�/F BLOCKING Dom- BETWEEN STUDS = TAPCON: _ > `'• �'�. i � < '-; EXPANSION BOLTS: LBR LINTEL BEAM SHEAR STRENGTH x RAWLS .0 �J REINFORCING U UtiAIL : I It-. BAR our sH1EAR sTRENCTH L .ANCHOR ANCHOR UGHTWEICHT � TEST REPORT�tso-zoo66 / o 5ff FafmATlai FOR R®4R Vim, Co' EMBEDMENT. HOLLOW :BLOCK PROFESSIONAL VICE INDUS7RIES,INC.SEE MFG. SPECS. BIT SIZES dL TECHNICAL _ �+ 3/16` 7=1/2` '846 LBS .r eau Lew -I .(� I 7 1/4 . 1075 tBS FOR .INFORMATION - _ Z 6 R®AR wnm F �.,.�- �- CUFrREiE FLIO, Ex. - - EMBED qA MIN. EDGE ALLOWABLE ALLOWABLE- ffr'__ BoaB UNRR FILLED m W - W E' tWt SRCE WH3AP TIDN FLAN - PRODUCT LOCATIONFOR SM TM DISTANCE PULLOUT SHEAR O n` Al 5 cow. GRDLI7ED 2-5 ,/2- ,.5- 76,.-.IJ35. ,��5 LBS.- GENERAL N 0 T E S LL 111 S HORIZ. BAR TYPICAL FOOTING. DETAIL RAWL-BOLT MASONRY ..11,�/�iQ, !. -.RAWL-BOLT CONCRETE - .. Ft \ 3• , 2" :2-5•. tE31 IBS.' 253E LBS. .. , ... - 11V!•; �2fLM. iZFflAR �\ --- - GENERAL - - (4M n4 FM- (w?) 77 -84 7 SE£ PLAN - - P.O. BOX 161513 . µTAWM �. Fl 32716 �- _ _ L LIVE LOADS: THONAS A. ANDMON PE/. 47819 -�- GB1.y.EY SINGLE COURSE LINTEL CHAIR MOCK t-ft �t ROOF: 20per FLOOR: 40psf STAIR 40psf U - 3 4.=1 _ _ 2- WND.SPEED lkvmph 30- gusts _ _ CHAIR BLOCK UNDER FRAME ta- \ 3. ALL DIOW TO BE IN ACCORDANCE wTH THE F.D.C. 2001 CHAPTER I6- Q tO't.S CH 4. ONLY WRITTEN CHMIGES APPROVED BY THE EWSNEER SMALL BE PERIITTED- C6NL V4 NINE 'n6• T«I6 CONCRETE _ W THE MlsefD FILLED 1'F i S CAI(BE �N� SADDLE CRICKET ^�§ O5B �" "� BY EPDXY EN�mNE,' N 115 REe4R ISLE ErIDcr ry rcH ROOP SLOPE v Q P5 AND 3�1FIUT1@LS torcR�+vE-' �`•N"nt ALL waa. C BE N sTRlcr ACCORDANCE IMTH THE Act 3i8LR W EGMALENF 1 INTO BON) BEAM . CH1 Tl 1 -2. MIX DESIGN CRITERIA. U °f�'e� ALL COrKRETE TYPE I.PORT8 DAYS CEMENT. (ASTM C 60) A!8] IfiO THE Ft7C7TIG FOR All FIU� rw l a - i SL104N [IN FLANS BD' NOT FILLET IN THE FIELD COMIPRESa1V'E BTREFYsiH < 28 DAYS SHALL BE 2500. 1 FOR r�/� PROVIDE 6''not B18ED. AND 3/4"4 HOLE INTO : �� - SLABSMA aM AND fOOTNG9 MID 3000 pal ELSE%RE (U.O BOTH TH♦E BOND.BEAM AND THE FTIIPMR. SPECIE ED-CEh1ENT NON-AIRBY WEK�FIT FOLLOWS: L . - �`°bj+ua,.6 "PjQ'r aoov muss 0^93°-se.>tiNc A00f 1RpST COMPIESSIVE ENTRAINED ENTRAINED J TOP OF BOND BEAM \- 'P, NG STRENGTH (psi) CONCRETE CONCRETE - O O u' CH IN ERIIOR CHIMNEY 2500 � 0bl 054 U _\ :• t�� \� SLUMP SLAB ON GRADE 59 5 0.46 O ^ . \"PjQ�SC �. ��\ OTHER 5• �BDND eIAM W � �' ��` ICE INTERIOR CHIMNEY DETAILS CHL�ORRIDE- N� N as CONT. - SADDLE GRIGIGET ® �__` \ sEcnoN THRu CHIMNEY _ 3. PROVIDENORMAL. WEIGHt AGC RELATES N COMPLIANCE WTN THE REQUIREMENTS PROVIDE 25"LAF'-- SPLICES(TYP1 CHIMNEY TYP- DETAIL_ -'�.-- H OFFAsm c 33. N.T.S. 4. OF IESH FOR SLAB TO BE. AT A RATIO OF..15 LBSJYARD. 06 FOUNDATIONS W • .NOTE Y IF A w frFn plgpHRp,SN ZONE 5 CALLED f--OP [F1 REDF . + FUN PROVIDE 2x4 BLIICMNr 6. ALL-PLYIMll PANEL EDEES 4 L FOOTING DESIGN -BASED ON MINIMUM. ALLOWABLE SOIL BEARING PRESSURE OF 2000 pef- FILLED CELL 8• CMI WALL - .NAILS a 41 DC. FOR BLQKED D,APHRALM ZONE - - 2. IF FOOTW. ELEVATION OCCURS IN DISTURBEO)NSTABLE OR UNSUITABLE N 65 VERTrN- THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. Bd NA" AT 4' OO, OR Bd NA46 AT 6. OL.OR 3. PREPARATION OF THE SUBGRADE TO FOLLOW RECGMMENDATIONS AS OUTLINED O EOLLALIVAL14IT FTNIEI`IATIC NAIL Od 94 .N-T 6 Or_ OR lG IN THE GEOTECHNICAL REPORT. soft-, AT 9L�PORIED.EDGEB..AND NAIL AT SUPPORTED EDGES 4. ETEPS.-IN WALL' FOOTINGS SHALL NOT EXCEED A SLOPE BLOCKING AND D• O.G HELD' 4 AND U' Or- FIELD FOR ` FOR SNARED. AREAS OF RLV7F ~ OTH♦ER AFSAS CF ROOF OF C V VERTICAL TO (2) HORIZONTAL EPDXY FAIT 45 MBAR - .:.._. .: _. _ - 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIF MENT NEAR INTO FOOTING AND BOND TOP OF FOCITER - - - - - -` ' `' ' -- - EX15TING STR ICTURE5 TO. AVOID THE RISK OF DAMAGE TO THE STRUCTURE BEAM W E' MK ET18EE 0 LINTEL W/1 / 5 BAR -- - 2X TUDS - �vz�Em, >� w 016• SD.O. Wl�'\/ -- - - . ... - MASONIRY. cr) O EVERY OTHER - STUD Q - .. L DESIGN, MATERIAL AND WOF3q lAN5HIP SHALL BE IN ACCORDANCE WITH.A-E ACI STANDARD - NOTE, EPCIXY EMU SHO LD 8E INSTALLED N : - . -. - ... .. . _.. - 4•-0• BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUC.T URE5 ACI 530/ACT 530.1 STRICT A=REIAHLE WITH THE MAN UFALTURERs - - - o wTIN p I 1E. (a TO I0 SLID-P) _ 2% P.T. W//J-BOLT - _ R�OFIIBJDATIONS EXP. BtSLT - m _ - - 3- PROVIDE 25" AP FOR STEEL -ALL LOCATIONS. 3000 ..a CONCRE O 48` D.C.-SEE -� - ANCHORAGE 4. ALL. CELLS ADJA,CEINT TO CORNERS END OF SHEAR ALL AND UDER CONCENTRATED LOADS M FC MISSED FILLED CELL DETAIL SCHEDULE 4 O Q SHALL CONTAIN VERTICAL REINFORCING AND SMALL BE FILLED WITH CONCRETE 0 O VER71CAL FILLED - - n _ 5- 00NCI;9TE BLOCKS SHALL CONFOFTI TO..A5171 C-SO (28, DAY STREWTH 2000 p6U (r" E00 pet). Ica CELL W/1i 5 BAR - - :� LAIDRN la'111�IfINCs BGND.......................... .. .._ -=-6- MORTAR SHALL BE TYPE I1- ALL RE -BARS SHALL BE GRADE 40 UNLESS UN.O. UPLIFT FIT, T13E6. KAWACT1RER tt OF HT516 .STRAPS ��o MIL Cd NAILS TO P.E31T. EACH STRAP( f K t OF 3%' TAFEMMCJ71 MACH STRW CMU TO EXTERIOR EXTERIOR WALL SHEATHING ROOF SHEATHING NAILING EFC WS RSN FRA CONNECTI N NAILING PATTERN DETAIL PATERN DETAIL - L ALL WOOD PRAMING AND PRE-ENGIr�ERED W'' TRUSSES SHALL BE DESIGNED, DETAILED, MD FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND IEQUIREI ENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONST1aUCTION. i� 1� 4 EZ-14fiO 2 l 4 IF AN 'A' STRAP 15 MSRPL® - - 2 AL WOOD4 SMALL 13E IN BE SIZED AND ACCORDANCE WITHTAILED TO FIT T14E ALLOWABLE VALUES AND (0M AND SECTION LPROI-E INDICATED, O ASSr+MD AND APPROVED BY T14E BUILDW. CODE. DESIGN CALCULATIONS SICaNED AND SEALED BY OR RIN EiIF THE LINTEL THE FIBERGLASS -FIBERGLASSV i FL]IRItG OF THE UMa BFJ111 PIS -ENGINEERED S16NGLE5 OVER OVF), A LICENSED PROFESSIONAL ENGMEER ARE TO BE bUBM11TTED TO THE ENGINEER FOR APPROVAL AT iDP OF C711 WALL THEN A - 1 FELT OVER - Q- AT T13PN (IF CAN HE 51ffin7I1TED WOOD TRUSS IS/ FELT OVER 7/16•.O.S-B. g pE'p-}MENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRU.SSES'SMALL BE PROVIDED AS 7 16• O.S-8. - FOR F1LH Hl�.f� 'A'STRAP ifYP. UDN1 PROVIDE 2D En 6ALV. WOOD TRUSSES WOOD TRUSSES STAPPED REQUIRED BOTTOM DBY THE TRUSS C 4ORD OF ROOF TRUSSES RE BRACED DURINGTRUSS �11 � CONDITION. SMALL DE STATEMENT THAT PLEASE SEIRE EACH MTS15 STRAP R-19 INSUL STRAPPED AS SHOWN ON 7RIf56 OZ$ �s Fi LLOWllfi THE ATTACHED TARE MID F7-7 VIING FOR 71aF5 - _ 4AGJ - 10 SIT ON - 4NYb .AS SHOWN ON uYouT 4. FOR STEAL LIMBER PROVIDE THIS 1=0LLOWING GRADE AND SPECIES : tEx ACLORDINt TO THE UPLIFT SHOWN FROM TRUSS LAYOUT WUT14E W PINE SUIRFACES DRY USED AT.15% MAX. K C_ GRADE NO2 OR SPRUCE PINE FIR e j22 THE TIL55 PWNIFA _TURER- INSTALL Ail. 4` R-19 INSU IX2 P.T. OVER 1X8 CDR- SOU'FW'GRADE NO2 -. �P` iX2 P.T. OVER tXe OR CONT. ALUM- FASCIA TAFLONS WITH H/2° MN. EMBED. 1/2• DRYWALL CDR .OVER 2X6 _ SUBFASdA W OVER 2X6CONT. ALUM. CIA 5. P�VDE GALVANIZED METAL HANGERS AND FRMING ANCFHORS OF THE SIZE AND TYPE O 1 \ DRYWALL COST- ALUM. / 1 /2• DRYWALLW/ CONE. ALUM. RECO I -SIDED BY THE MNdFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS_ (IAIGNES OVER 1X2 FURRING AVER 1X2 FURRING VENTED SOFFIT )A VENTED SOFFIT COMIECTORS:OR EGYIIVALENT)- OVER R-5 INSULATION OVER R-5 INSUL.. LINTEL BLOCK fit LINTEL BEAM W N 65 CENT: CPT( WALL - 1 COURSE LINTEL W/ W/l 15 :8AR 6. ALL BOLTS USED FOR WOOD CCNS7RUGTIGN SHALL BE A HINIMUi OF 1/2" DIAMETER AND _6' IN 1 /5 BAR *TOP PREC Wlni' (1) / 5 AND LINTEL LENGTH (AS1M A-301) WITH MIN. 1 1/2' DLAM- WASHER U.N.O. _ \ ¢ LINTEL SCREEN WINDOW UNIT W/ (iI 'S WHEN 6 FT OR GREATER 1. PROVIDE FRAT'1ING MEMBERS OF SIZES. AND OF SPACRNGS. SHOUN, OR P NOT SHOWN, Y WITH A...M. MASONRY FINISH pRE LIMITING STUD }EIGHTS CWART DO NOT SPICE STRUCTURAL MEM�ERS.BETWEEN S. 51MP,ON , j1 F.s1 DvFN SLAB�' i anU eLocK w//1i2,> xuESHI sue Cd4C, ,1 6 MR. VAPOR BARRIER =1 W MBAR O. 04£R.6 MIL VAPOR - I O LOCATIONS ATTACH TAPCDNS OVER COMPACTED I ON FLOOR PLAN TREATED OVER dW CMASCHRYCKN W PINT OVER BEAR 8 TWE STSUDAC.9 BUILDING CODE, LATEST EDITICN.Y WITH THE 1'sECOMMENDED. NAIL SCHEDULE FROM . eVBZY O1}ER /GEE CgNPACTED FELL CMU. O SHOWN LOCA jrNS - camACTED Flu II oN FLOOR ww q ROOF SHEATHING-h4 I AFCW6 SHOULD EE IN5TALLl:L1 .. 5 - +•-- ,.. ` VIE. OSB OR W'N NLTIE. TCDX � IN S7RLT ALCORDAUCE _ WITH THE J+ ` 1-• s A - 1 AGE SEE DRAWINGS FOR NAILING PATTERNS. alcslsma6 T1AFlFACTIADL5 T2gOttlBUlATIONS ��•. -� VERIFICATION OF FIELD CONDITIONS R .2. - 07stwet- L�L t CONTRACTOR SMALL VEIWr ALL MELD CONd ITIGNS AND DIMENSIONS VE TO MISSED IMAM STRAP DETAIL 2 / 5 BARS 2 15 BARS THERE ARE COIiiICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRE N DRAw ,3361 M S WALL SECTION ®WINDOW -CMU �++ CONDITIONS SHALL BE CALLED TO T14E ARCHITECTS ATTENTION AND NECE T1 ENTa O MADE PER HIS INSTRLICTNNS. Q A WALL SECTION -CMU; 1 STORY; 4 ONE STORY: MONOITHIC 2. FOR ANCHOR BOLTS USE wG1 �S-oR EanvAL eNr (A-36 OR A-3mT STEEL) Of. - _t . COURSE UNTEL -MONOLITHIC 3. PROVIDE 2X4 BLOCKING. ON ALL SIDES OF THE PoDGE VENTS WITH ad NAILS AT 4' ON CENTER 7 Q 4ESE fW-aAREMENTS APPLY HEN WINDOW/ DOOR ANRFACTURER'S FASTENING ETHOO IS NOT SPECIFIED. PT C< BUCKS FOR WINDOWS AND DOORS U SEE MANFAGTUf M9TALLATION , RNSTRUGTIONS_ TJ.ALL WMDOW.SHIMS MIST BE FULL WIDTH OFSASFI::. 'T 2X BU KS FOR.WNDOW3 AND DOORS l INSTALL 3/16,. DIAMETER SELF.TAFIFNG CONC, ANCHORS EWAn (8):Np$5 MAX FROM END$LAND 24' ON CENTER MAX. LLV I V4' MR EMBED. INTO BLOCK FASTEN WrIDOW/DOOR TO PT BUCKS PER MA"1FAGTURER3 MSTALLATION MSTR A:C14ON3. 'J ALL WINDOW 6HR95 MUST BE FULL WIDTH OF SASH. TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASTENING AND 35 PSF RATING) (11/20/03) 13LOCKNG REQUIRED- PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" O.G. REMAINDER TO BE BLOCKED AT 96" O.G. OR RAT RUN. FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH 8d COMMONS OR Sd HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) ro" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTER E)IA.TE FRAMING ALOOR FRAMINGHO(IN ® 24" O/C) L BLOCKING 6 48" O/C MAX IN FIRST THREE FRAMING SPACES 4 36" O.G. THEREFORE FLOOR BRACING AT ENDUTALLS SxBXIb � (TYF' J P.T. 2X6 tlV VP M4M.'J1 BOLTS • f- 48' MAX.6V b' MN Elvin. (TYPJ P.T. 2X6 Of V1' DWi'Y BOLTS 4 48' MAX W O MN: B'BED. (TYPJ-- DETAIL: TYPICAL JAMB FASTENING @ OVERHEAD GARAGE DOOR MANUFACTURER -GABLE TRUSS SIMPSON A35 @ 3' -O' a C. 2.4 SPRUCE OR BETTER .LATERAL BRACES @ 4'-0' O. C. ATTACH (2) 16d TOENAILS 2x4 DRYWALL NAILER 7I1V OSB OR I/2' CDX STRAP TIPE 'D' (48' 0. C.) 10d NAILS @ 4' 0. C. -10d NAILS @ 4' IL C TYPICAL GABLE . -ATTACHMENT TO WOOD FRAMING END WALL 2x4 BLOCKING @ 48' M C. 2.4 EDBER TO MATCH BOTTOM ' L' BRACE 1 E/DRD SLOPE OF OR TRu� ATTACHE➢ W/ `SL`LIYi ATTACH TO WE85 WTH (LUSTERS IOd -NAILS OF (2) Bd MANS @ 4' O. C. TYP. GABLE TRUSS WEB GABLE'. END. BRACINC'DETAIL�` II SECT I ON WINO SPEED iddMAN MEAN WALL HEIGHT UP TO 30'-0' LJ DWBLE 'L' BRACE DETAIL SHEATHING 2x4 SPRUCE OR BETTER LATERAL BRACES @4-0' D.C. ATTACH (2) 16d TOENAILS �1Dtl NAILS @ 4' D.C. 2x6 P.T. SILL DOUBLE LINTEL E GABLE END W/ (1) 45 IN EACH COURSE #5 PERT. BAR (SEE PLAN FOR LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL NOTE: THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER 'L' BRACNG REOLARE ulENT3 STiID 5PAGN6 NON 'L' BRACE 2x4 1' @VALE 0 2x4 "L' BRACE 02,6 t' BRACE ".. 0'-O" - 4'-5" 4'-5" - 8'4". 8'-0" - ll'-5" ll'-0" - 15'-b" 24' 1 D'-O" - 4'-0" 4'-0" - U-10' 6 -10' - 6-10" 8'-I0" - R',-8" NOTE: 'L' BRACE M15T EXTEND AT LEAST 9 3% OF WEB LEW34T 2x4 LEDEER TO MATEN BOTTOM CHORD SLOPE. OF SEK60R TI815S ATTACH TO WEBS WITH CLUSTERS OF 0 Im NAILS 2x4 BLOCKING @ 48' O.C. .'L' BRACE ATTACHED W/ 10d NAILS P 4' D.C. TYPICAL V GABLE TRUSS WEB F SECTION 1 �I�E L ROOF SI-EATHNG OVER TRL (SEE NAILING ZONES) BACKNAIL W/ (2) ibd NAILS 'L' BRACE TO EXTEND AT LEAST So% OF WEB LENGTH (SEE TABLE) 2.4 PALL BLOCKING • 48" OG_ FOR THE (4) ROWS OF TRU55ES FROM EA END TYPICAL ATTACHED BV (2) ibd TOENAILS GYPSUM WALL BOARD 2x8 P.T. LEDGER/ I I I. 1 OSB L" I OR CDX OR IQ rr^^ Vl 2.4 DIAL. BRACE • 48' O.G. W My (4) 10d NAILS • EA END a FlR5T TWO BAYS w. I I 0 GABLE T73156 _ I ca O U I0d NAILS • 4" OZ. - DOUBLE LINTEL GABLE END �. LLV (U 9 IN EACH* COURSE 0 1/21.X 8' WEDGE ANCHORS 321 O/C' v (U 5 VERT. BAR O (SEE FOUNDATION. PLAN u- FOR EXACT LOCATION) e.�slsmao sheet ENGINEERING 9 (407) 774-9003 FA)L (!o» 774-5477 P.O. BOX 161613 ILLTAMDKM SYRMiGS, FL 32718 71g11AS J. ANDERSON PE/ 47819 Of - C J lot #n. h, 4 Fj O R i \ 9 fI i I i I i gp I i R R !I IIj f p i