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117 Willowbay Ridge St - BR04-000889 (PRESERVE @ LK MONROE) (SFR) (A) DOCUMENTSPERMIT ADDRESS we4.%0z%c CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT '_ DATE k o '0q PERMIT DESCRIPTION `1 tk, PERMIT VALUATION g ato SQUARE FOOTAGE a161 b d d r cn cn r- - F City of Sanford Certificate of Occupancy i nis is to cernty tnat the building located at 117 Willowbay Ridge St for which permit number 04-889 was issued has been completed according to the plans and specifications filed in the permit, to wit as Single Family Home 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 Building: F. Ortiz 05/14/04 Engineering: D. Sweet 05/18/04 Public Works: Buckner 05/17/04 Utilities: R. Blake 05/20/04 Fire Department: N/A Zoning: N/A Centex Homes Property Owner Conditions (if blank, no conditions apply) 05/21/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**" DATE: 5/13/04 r PERMIT #: 04-889 ADDRESS: 117 WILLOWDAY RIDGE ST PRESERVE AT LADE MONROE CONTRACTOR: CENTEX HOMES PHONE #: TREY 407-468-9155 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. Xn"gineering Public Works Utilities ok D, swat';? s/1elo ¢- Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY " REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 5/13/04 117 WILLOWBAY RIDGE ST PRESERVE AT LAKE MONROE CENTEX HOMES TREY 407-468-9155 ID 9 Cfac fc 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 ublic Works ar- Utilities Fire Zoning Licensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) r CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION SINGLE FAMILY RESIDENCE**** C.o./C.C. C ,'c LIT - UTILITIES DEFT. DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 5/i3/04 Request Received ----------- To tltili?y Inspea0f __-------- INITIALS DAT$ u0ity Insc, ,or's Fir nl---------- Ier --- 04-889---------- FDEF' CIe span<e -Sewer City Services Easements --------- 117 WILLOWBA csTtt0% - 2yr)---------- PRESERVE AT IAK.I JONROE--------------- CENTEX DOMES TREY 407-468-9155 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire N/A Public Works Zoning N/A tili ' Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD 5/14/04 i Address Misc. Information Maintenance 08:47:23 Location ID 248845 Parcel Number . . . . 22.19.30.502-0000-1940 Alternate location ID Location address . . . 117 WILLOWBAY RIDGE ST Primary related party Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 11.00 CSVC UT REC46574 40904 TT.-n 0 15_ r6__.0 T7--.UU lT.-G 0 _ 60 _ More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 5/14/04 0 8 : 4 7 : 2 3 Location ID . . . . . . Parcel Number . . . . Alternate location ID Location address . . . . Primary related party Type information, press Sequence Code(F4) App 1.00 PLZN BP 2. CSVC UT 3. CSVC UT 4.00 CSVC UT CSVC UT 6.00 CSVC UT 7.OG CSVC UT CSVC UT CSVC UT 79-M CSVC UT 248845 22.19.30.502-0000-1940 117 WILLOWBAY RIDGE ST Enter. Free -form information PRESERVE AT LAKE MONROE LOT 94**************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP 4-8 PD - - 4 SEE REC 6 3 4"WA METER SET FEE $190.00 PD 1- 8-04 RE C 7 4-PER NO TAP AT THIS LOCATION CALLED JACKIE W CENTEX & LET KNOW NEEDS TO PAY FOR TAP QUOTED (WT) 0...SB WA TAP SET FEE 0 PD 4- - 4 Special Date notes 32603 _ 404 _ 2 F4 4 _ 4 4 _ 20404 _ 4 44 _ 704 _ 7 4 _ 7 4 _ 4 F4 _ More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel r.. FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200,r ELEVATION CERTIFICATE Important: Read the instructions on pages I.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 117 WILLOWBAY RIDGE STREET CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 194, PRESERVE @ LAKE MONORE 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 ds. b I A I L SEMINOLE COUNTY 120294 1 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE 68. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4/17/95 4/17195 X WA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile E FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: E 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 E No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* E Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, ARIAO Complete Items C3: aj 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? ElYes E No o a) Top of bottom floor (including basement or enclosure) 15. 2 ft.(m) o b) Top of next higher floor N/A. ft (m) D o c) Bottom of lowest horizontal structural member (V zones only) N/A. 00 o d) Attached garage (top of slab) 14. 7 ft.(m) E o e) Lowest elevation of machinery and/or equipment W Ca servicing the building (Describe in a Comments area) 14.5 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 14.8 ft.(m) Z . o g) Highest adjacent (finished) grade (HAG) 15. 0 ft,(m) C o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME: GALEN IC BEH ILICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLAO AVENVE,, QWE B WINTER PARK FL 32789 SIGNATURE of DATE TELEPHONE 5/14/04 (407) 426-7979 FEMA Form 81-31, January 03 See reverse side for continuation. Replaces all previous editions F" IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including AM Uni Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 117 WILLOWBAY RIDGE STREET 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 agenticompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El, Building Diagram Number _(Select the building diagram most similar to the building 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.(crm) 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 _ fL(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ 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 oertify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are conect to the best of my knowledge: PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _it.(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 194, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA O 0=2'37'29" L=11.45' R=250.00' CB=S55'41'55"E C=11.45' LOT 180 LOT 179 I Ss N54'23'11 "W 50.00' I 5' DRAINAGE & UTILITY EASEMENT I s LOT 194 6,001 SOFT. t IO IM I l 0 5.0' O N i 0 NWa . LOT 193 z F 7 ' Ad cc W u o d za D z o p. • z to vi LOT 178 40.0' O O ryz 0N aQ LOT 195 Za, ONE STORY~_ CONCRETE BLOCK W RESIDENCE FINISH FLOOR C) ELEVATION=15.18' I'' UJ r COVERED - xa U') ENTRY nu n 5.3' a Z 13.4' ' 0•: 0 19.3' 5.0' 2 1'.:i? I CONCRETE.,` p '.;DRIVEWAY.' 10UTILITY EASEMENT;..'. NOTE: = a slw:;•:>., . THE FINISHED FLOOR ELEVATION OF THIS Q I S54'23'11 "E STRUCTURE MEETS OR EXCEEDS THE i 38.55' THEREQUIREMENTSSETFORTHINTHECITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). I N35'36'49"E 125. 00- a 35. 37'13" PT S54' 23'11'E 181.64' PC R= 225.00' GRAPHIC SCALE 0 15 30 CENTERLINE OFT v QPC RIGHT-OF-WAY GB= 572.11•4' E WILLOWBAY RIDGE STREET CERTIFIEDTOANDFORTHEc=137.64' EXCLUSIVE USE OF: 50' RIGHT-OF-WAY COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN. HEREON WERE SET/ FOUND ON 05-13-04, 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. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 194 BEING N35'36'49" E PER PLAT. FIELD DATE:) 1-22-04 REVISED: SCALE: 1" = 30 FEET ADO NOTE 05-21-04 VH APPROVED BY: SJ FINAL 05-13-04 CKO. ASM39803 FORMBOARD 2-2-04 CKB JOB NO. PLOT PLAN 12/8/03 SDO DRAWN BY: LOT FIT 12-31-02 CKB LEGEND BUILDING SETBACK LINE FND NAIL AND DISC CENTERLINE Q LB #68 (05/13/04) RIGHT OF WAY LINE FND 1/2" IRON ROD CAP ' EXISTING ELEVATION O AND. LB # 6393 (05/13/04) CONCRETE CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE - LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH - LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES PONT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/ W CONCRETE WALK A/C AIR CONDITIONER S/ W SIDEWALK COW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB CHU OVERHEAD UTILITY LINE C CHORD LENGTH 10 IDENTIFICATION PK PARKER KALON POL POINT ON LINE R RADIUS - PCC POINT OF COMPOUND CURVE POC POINT OF CURVE AMERICAN SURVEYING & MAPPING. CERTIFICATION OF AUTHORIZATION NUMBER LB#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 NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA JFOR CD5uTHE FIRM ALEN K. BELd PSM 4244 4DATE Z 5-06-203 12:52PM FROM I Permit #: ) Job Address: _W CITY OF SANFORD PERMIT APPLICATION Description of Work: -— `1 Historic District: Zoning Value of Wor r 5 Dace: Permit Type: Building Electrical Mechanical Plumbing Fire Spdnkler/Alarm Pogt _ Eledricl: New $efY1CC — # of AMPS i JWk Addition/Al teration Change of Service Tempor*y Polc Mechanical: Residential Non -Residential Replacement New (Duct Layout & ppergy QI. Rcquircd) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residendal or Cornmcrcial r. _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood 'Gone: (FEMA form required for other Ll;all X) ram'_----:• Parcel 9: (Atrsch Proorof Owncradip & Legal Description) 0wocrs name & Address: Centex Homes 385 Douglas Ave. Suite 2000 Al tamnnteSnr$sa—FL-32714 —,_Pbonct 407-661-2150 Coocr; ctorName &Address: Approved Electric Co. of Florida 4874 S. Orange Ave, Orlando FL 328.06 _ $tact License Number; EC0002494 Phone &, Fax: Fax 407 -851-1 ??6 Concaet PersonJohn Findldti_:._ Phone: 407-851-1220 Bonding Company: address: tort, agc Lender: _....... A(106s. A rcluttcUEn., incer: Phone: aadrws. Fax: r\pplieauon is hereby made to obtain a permit to do the work and installations as indic2led. I certify that no work or installanon has commenced pro, i:, ir,c issuance of a perntil and Ow sU work will be performed to meet standards of all laws regulating oonstruction in this jurisdiction. J understand that a separate perrnii must be soured for ELECTRJCAL WORK; PLUMBING. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and Ala("ONOITIONERS, cic. O Wt F&S AM, DAV fT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable Iu,-'-: i ele"nng conspuedon and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESVI, I' IN Y; i1.HR I%,',YNC, TWICE FOR D4PROV15MENTS TO YOUR PROPERTY. W YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AITO'EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTIr F: In addition to the requirements of this permit, these maybe 3ddidonal restrictions applicable to this property that rmy be found in the public records of his county, and there may be additional permits required from other govemmental entities such as water managemem districts, state ugencies, or fedc,i l armcies. Acceptance of pcfmit is verification that I wil notify the owner of the property of the r. Sigrwure o( Owner/ Agent Pint Owncr/Agent' s Name 5131tature of Notary• Stalc of Florida~ Date Owner/Agent is _ Persooalh Kno,%Ti to Mc or Prnduc,;tl IL) Uu• I';';A::, ION AI' KOVEI) 8Y: Wdg: q ; nuUai a. I./atci 713. of Contractor/ Agent Ua(c Charles Cannon Print ntt Contractor . Agent's Name 7 _ it Igrlawrp nl't r ry•$rotc of F tir rPca PATRICIA A. KADLAC ut °` MY COMMISSION# I)o013206 ontractor/Ac;-.:ls Pcnunol,'E\tnwir fF c pr EXPIRES:March29,2Wd 1-e004- NOT6RY FL Notary SWCO& Sanding, Inc, Initial Dul: COUNTY OF S[MINOL[ IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 1O4-75931 DATE: BUILDING PERMIT UNIT // 0,,.>" TRAFFIC ut BLOCK: LOT OWNER NAM[: APPLICANT NAME: ADDRESS: LAND USE CA7BGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BE EFIT RATE FEE UNIT RATE PER # & TYPE TOTAL^DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -------------------------------------------------------------------_- j - - _.- ARTERIALS CO -WIDE O dw1 unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CD -WIDE O dwl unit $ 54.00 1 $ 54.00 SC|{OOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AM 2,285.00 STATEMENT RECEIVED BY: SIGNATURE ~ PLEASE PRINT NAME) 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 DU'E AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR 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 O 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 REOUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAY NT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVEHUE SANFORD. FL 32771 PAYMENT SHOULD 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*********f********** 0 CITY OF SANFORD PERMIT APPLICATION Permit # : OkA LJ \ t -1- Date: Job Address: 1 wit IC Q A_ RDA ae I Description of Work: CONSTRUCT CONCRETE BLOCK S NG FAMILY DWELLING UQ Historic District: Zoning: Value of Work: s 2r0 Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W ter Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residentialy Commercial Industrial Total Square Footage: a J U L Construction Type: # of Stories: # of Dwelling Units: —— Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— 19 41 0 (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name & Address: PATRICK J . KNIGHT/CENTEX HOMES ( SAME AS ABOVE) State License Number: CG C049689 Phone& Fax: 407-661-2176/661-4089 Contact Person: JACKIE CAINES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/ Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P . O _ BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 requirements of Florid Lien Law, FS 161E C 1 U 2003 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: BId-Z I -ZO ~0 "Zoning: Initial & Date) Special Conditions: PAT KNIGHT rnont., actor/ AgenCs Name EC 120p3 f Notary -State orida ate Contractor/ Agent is XX X Personally Known to Me or Produced ID Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) KIMBERLY A. BROWN MY ,, Mfa4MiSSION # DD 098590 EXPIRES: March 29: 2004 Bonded Thru Notary Public Underwriters Y'. City of Sanford Building Division Submittal Requirements for Residential Building Permit l . 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 - east, 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. e. 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- 9- Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails- h. Square footage table showing footages: I_ Garages/Carports sq. ft. 2. Porches/Entries oZ sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure sq. ft. i. Total Gross Area _- sq. ft. 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 fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made- b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept_ for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. 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 city ordinances - Date E C 112003 Date Owner/Agent Signatur Seminole County Property Appraiser Get Information by Parcel Number Page 1 of l PARCEL DETAIL Back s Se :1/ntr County crvitaFa 11Ctl !?. kissttit. saa la Fl. s217? I 4x1r"?fid-?!51tKs 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- TS3- SANFORD WATERFRONT Parcel Id: 1940 Tax District: REDVDST Number of Buildings: 0 Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City, State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 117 WILLOWBAY RIDGE ST SANFORD 32771 Just/Market Value: $13.680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $13,680 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 194 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 13,680.00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http:// www.scpafl.org/pls/web/re—web.seminole—county title?PARCEL=22193 050200001..: 12/ 16/2003 Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, Fl- 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE 1- 0 PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA LOT I I q COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this DEC 112003 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. KIMBERL o BROWNNO'TA Y PUBLIC *: µ' M' COMMISSION DC t 93590 LXAIRES: March n 29, 7004BondedNutarJNub.ic Underwriters e 8PLASH .D ifl O nAW oo eo 6 9 KITCHEN A KITCHEN B SCALE- W-F-0' SCALE-IN•=r-0' o e m lIB KITCHEN CT BATH D SCALE- V4'0-0' SCALE- V4'0-0' 6 Lw STW AT OFT. VkM S a Y O ne BATH E SCALE- 1/4'4-0' INTERIOR ELEVATIONS V4'•I'-0• APT. PIREPLAGE v+•.ra MISC. OPTIONS V4•.I'-O• ALL 6lWCWRAL d0001! 1DCxs ro Be coleLe r x W. u&me Hoaev onaan![ NOTE: SEE FOUNDATION PLAN FOR. FILLED CELL LOCATION. J I I I I i l l l l Db' AFF. QAJ I'MLL NOfE. AL YIAL.L9 TO M 9 La, ula.IBES orraMaase NOTeo. AREA GALGULATI S IST FLR LIVING: Iq' 8 5F SIRKISAIyE 6RAA6E: 6 sFEftGOREDENTRY; ? 5F TOTAL: 2 1 5F CPTIpf1L AC LCG11G11 co1G. Tf0 H 3• - 6 6 2J Z55H (+ZI/ -ZB) EIBRES5 0 (+ZI/ -Zfll e 6'OX6'B SLED. 1 ZI/ -Z 14'-6' 3/ ' s sl I W.I.0 S I v n M. BEDROOM T'9/4• i. I a PLAT S _______ GREAT ROOM 1 R/5. D' PLAT N VIR 2FaG9 , CV v B I 1 n._b . 2-r 1 1 '`T BEDROOM 2 16 T KeTGHEN i D' FLAT I B Tfi j FLOOR PLANS D N a I '' t ' ip ," Li ai This Instrument Prepared By: 1illlit1111111111111111111111111ill IIIll 11Ill 11Ill 0111111111 NAME- Debra A. Riggs - Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MOOSE, CLERK OF CIRCUIT COURT S4MINULE CUUNTY BK 05132 PG 1749 CLERK'S # 2003220493 RUMND U 12/1212003 08:49:23 AM RECIRDINU FEES 6.00 RWORUED 8Y S O' Kelley THE UNI3ERSIGNED 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 ' _,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: CENTEX HOMES 385 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 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 specifi ) Debra A. Rigg OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DEC 11 10 CER11FIE0 COPY MAFtYANt° liG B CLERK OF C'RC'«Jt c COUhni SEMINOLE CW1')l1yb FLO DEC - 1.2 2003 BY DEBRA A . RIGOS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WV4 2728 HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. e NOT PUBLIC a.......... .. .......... JACKI' E CAiNES ep„... N _. q Comm# DD0252902 Expires1r11f2M Bonded thru (800) 432.4254: o c Florid. Noter.•y/ Assn. Inc 22 5............................... FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B: No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION Forinsurence Company tJse 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 117 WILSON BAY COURT CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 251, PRESERVE @ LAKE MONROE, UNIT 2 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): V' or NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM)INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117C0035 E 4117/95 4/17/95 X WA 131 u. indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): 611. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Constniction* ® 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 Ai-A30, AE, AH, A (with BFE), VE, Vi-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? []Yes ®No a) Top of bottom floor (including basement or enclosure) 17. 0 ft.(m) b) Top of next higher floor N/A. ft.(m) c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) N ro Q d) Attached garage (top of slab) 16. 5 ft.(m) E a e) Lowest elevation of machinery and/or equipment W W servicing the building (Describe in a Comments area) 0Lowest adjacent (finished) grade (LAG) 15.0 ft.(m) Z m g) Highest adjacent (finished) grade (HAG) 16. 0 ft.(m) h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 J 1) 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. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001 CERTIFIER'S 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. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 449/19/05 (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 any Use: = BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Polio Number 117 WILSON BAY COURT 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/company, 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 El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number —(Select the building diagram most similar to the building for which this 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 (see page 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 owners 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, Q and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local -official-who Is authoiizedby law orordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certi'5c te. Complete the applicable item(s) nd sign below. G1..0 The informatian in Section:C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certly elevalion.information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed SE'etion E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AID. G3. the folloWng information (Iten s G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER: 1 ' t ' I G5. DATE PERMIT ISSUED DATE CERTIFICATE OF G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE I SIGNATURE DATE COMMENTS Check here 9 attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 251, PRESERVE AT LAKE MONROE, UNIT 2 AS RECORDED IN PLAT BOOK 66, PAGES 10-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FOR THE BENEFIT AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC i"30' GRAPHIC SCALE 0 15 30 LOT 229 I LOT 230 LOT 231 50.00' es ' S89'52'41 "W ' LOT 251 5925 SQ. FT. f 0 w W w ONE STORY O ww CONCRETE BLOCK z 0) L17 . LOT 252 r` S RESIDENCE FINISH FLOOR ELEVATION=16.98' o Lo OdnC) o 6 o = LOT 250 0 ZIUPI0 COVER__,: ENTRYED 6.0' ofP! 20.0' 2 ••;• ';."„i;:;' 10' DRAINAGE & UTILITY EASEMENT I F WALK IS 0.1' OFF.;'•`;.l,.'•:,':'">'t.:'.'•... ... , ,. ,WALK IS 0.1' OFF I O N89'52'41 "E 50.00' L CENTERLINE OFJ RIGHT-OF-WAY WILSON BAY COURT 50' RIGHT-OF-WAY NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A) 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 09-16-05, 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. CO MUNITY PANELNO1202940035EDATED04/17M 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 - Te THE WESTERLY LINE OF LOT 251 BEING SOO'07'19"E PER PLAT. FIELD DATE:) 05-05-05 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ FINAL 09-18-05 SJL FORMBOARD JOB N0. ASM45504 05/26/05) D.L PLOT PLAN 2/22/05 SDO DRAWN BY. LOT FIT 7/31/04 SOO 565.03' PI 653.03' S89'S2'41"W rn I rn m 1 LEGEND FND NAIL AND DISC0° LB #68 (09/16/05) CENTERLINE FND 1/2" IRON ROD AND CAPOLB #68 (09/16/05) RIGHT OF WAY LINE FND 1/2" IRON ROD AND CAPO4,., 131.EXISTING ELEVATION LB #6393 (09/16/05) CONCRETE CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE LB LICENSED BUSINESS L DENOTES ARC LENGTH LS LICENSED SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION SP) PER PLAT. PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER SW SIDEWALK , CBW CONCRETE BLOCK WALL C CONCRETE' PAD RP RADIUS POINT CS CONCRETE SLAB CHU OVERHEAD UTILITY LINE C CHORD .LENGTH ID IDENTIFICATION PK PARKER KALON POL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE - PSM PROFESSIONAL SURVEYOR MAPPER UP UTILITY PAD I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT T'i TI 'SURVEYOR'S NOTES CONTAINED HEREON, MEETS`THE",APPLICABLE MINIMUM T-__tkNICAL STANDARDS SET FORTH 4 BY THE F' OPNDA BOARD OF PRO FE 'c,IONAL a SURVEYO S AND 00tP%"_; ,!N CHAPTtR 61G17 0; FILORIDA`-ADM INISTRATiVE 'CODE RICAN SURVEYING & I 1CATION, OF AUTHORIZATION NU6 1030 N. ORLANDO AVENUE, SL WINTER. PARK, FLORIDA 32789 ( 407) 426-7979 ANT' TO 4HAPTE.R47. ,027, FLORIDA y FOR t` THE FIRM 3 ' JAY JILES PSM #4997 DATE CITY OF SANFORD PERMIT APPLICATION Permit # :_ Job Address: Description of Work: Historic District: Date: 2 1 — Oqyvi`II o b a 9,"dae, .-5- LC ,IAmme Pre-5 erU? Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets 1— Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: IY K6- P1 o,^6 mq `Q f 5i Fl`z 32-7!Z State icense Number: neAla. PhogT -t l %g Contact Person: Phone: Bonding Company: Address: Mortgage 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, 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 requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date tgnature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name 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 _ Personally Known to Me or Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) POWER OF ATTORNEY Date: 'd q I, E^ W arc - k i c` , do hereby authorize i t J to pull the P( l^N 40kki permit for 1 0 W Ik 4 W bo,V 1d4 s type of permit a dress Signature T. S. SLONES MY COMMISSION # DD 152189 EXPIRES: November 30 nd 2006 t \/ p n •Ri Bonded Thru Notary Public Urxierwritery Notary 1®r-);, SionPS Personally known to me or drivers license # State of Florida, County Iof ® nc on 19 A4" day of F E 6 , 2004 b +lelilre5s_ 17, t n t C-•tlJ f $13' fiJJ1 3"1 1I 3r:F laiJYJ JISi.!i C_tl%Si L 1e.,5EF5 ErE+n a'a?/r65r 5^ •i y s-°f f .1 }-r, Pfrriil Type- Elvildisig Electrical Mcghar)mil I izirsibira sirF Jpi ril`lei/rii Tr! Ulestricatl: yetiv 5€sic€ of¢r i1PS Adslitioti/All a3io,t C'hoige of S,,,n 1errrortiry Polt 2 1 3ccltsiniResidential Non -Residential 3ieplasr,n3Ieax iDats+saoaa8 A,eYClla I etntred,) i lumbingi New Commercizi: # oil 'l ixtu:es o. Wate3 A-, Se-wer Lititz ' ©t G as Liries Plumbing/ New Residential: # of Watir-rClosetsPlumbigr—HtP2dr'— Residemial or Con;h- pei:at 4- cetpan.cy Type: Residential Comt;xrcial Industrial Total-14uste Footage: Construction Tyne: # of Stories: tt of Duelling, Units: Vlasd, z6fle: (FEMA forirrr rcovkcd f<tt' otl)a:i' G'lzart wk Parcel #: Ataseh Proof of Ownership .4 Legal Description) Owners Name & Address: Phone: g Contractor t'lame &Address;,_ wA:73'<MATMr k ATV PAi:Ti13 License Phone c& Fax: Bonding Company: Address' Mortgage Lender: Address' y Architect/ Engineer; Address:-, 76 I. 4,11 el6 IM -44 0 Phone• Fa- r:: Application is hereby ,made to Obtain a. perzut to do the work and insialiations as indicated. I certify that no work or installaion has comnten('edprior' to the issuance of a perrmii and that all work will t c formed to meet standards of all laws regviatingco tsu deaon in this jurisdiction. 1 understand that a separate' permit must be secured for ELECTRICAL WWORY., PUUTMBD,4G, SIGNS, WELLS, POOLS, F"URNACES, BOILERS, HEATER. , TANKS, and AIR CONDITIONERS, etc. OWNER' S _AFFIDA!'.IT: I certify that all of the foregoing info-i7nation is accurate andthat all work Valli be done in compliance with all applical is 1 :wS i c i rtl hn'` construction and toning- WARMING TO OWNER:: YOUR FAILURETO RECORD A INOTiCE OF COMMENCEMENT MAY i MLF Il(I Y(iiITS; ) v. TV:tG TWICE FOR IMPROVEMEN-IS TO YoUiv, PROPER 71 Y Et- YOU l`N TEND TO OBTAIN F?NANCIN-G, COidSULT "dvTN YOUR LENDER OR Al\l fiT T ORNEY BEFORE RECORDING YOUR NOTICEOF COMIv1ENCElv]ENT- NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to grope, at may be fo in e public records of this county, and there may be additional permits required from other governniental entities such as wate , . age , districLs, sta agenci ; of fcde.ta:f agencies. Acceptance of permit is verification that i Kill notify the owner of the property of the requiremen of Flon r n Law, F 13. M 9 1004 Signature ofOwner/ Agent Date S' igna a Con or/Agent to T G. DEUO Print Owner/ Agent's Name Pn Contractor A- nt's me MAR 0 P- 2004 Signature of Notary -State. of Flonda Date Signature -of 1 o- -Siatz of Flonda Date Owner/Agent is _ Personall, Known to Me or Produced ID Contractor/Age-.::, Y Personal Known to Me or OCR% Produce',` ;J AVPLK'AI ION APPROVED BY: Bldg: Zoning: Initial & Date,, (Initial & Daie) acc a. I O.. I P{ 94 Condiiioms _ 3 I:D:_ al & Dal-, MIRINDA C. TURNER MY commi (; inN EXPIRES: June 14, 2007 Bonded Thru Notary Public Undarwriters 1 ram 1 III a T IIC rr 2 y yillllly •ylllllly y C 11 lhmwe01ATt SrW FOR If' MOC DOOM TT ff u D M/ Toc L-IOC aY eo ). 90 W WN. CNO S11US ATTACACOCiYS17J1TOOOOR N MM IATpQCp T06-H SOTM Y CWKII i-v1OR t' NORI O OTw IS CA OALV, lTCii. FIAO ERA J) s%li':°ia/i9 Yroo A"seneTMws. LISTED ,,.A.N1" AVARAeIl Af AN onaN a T ' 1 .AA' y':.': 1 t. Wf1, ifIACK TwCKNLS:I .000' . 2-1/3•.13 OA. 44Y. rm TRACK KNOW, tiwMrow r we ( 4) TPA" elt.rxm u soc; ry wo TOP SR/CIICT REPORT#9606C w 0/MWi or S A `• OMIIONrL VJM" KCM LOCK POSITION MAIL DOOR W TH 11'-0• rv x-fus Mni[ I. FRONT nk" wRN u.V. 1 1! I uw.•- 8OOR V TO 7'-Q• M4 CCM/ffUR d 1) SCCCCCiiIONf iXOWN • wAL101 RCOUII1fa,) T SCRCY.S IA1Y SC 61OLWrMSONOVfll7'-O 1001TCONSIbT OI (eS SCCTIONS (NOT S N). CMTwO ON WTSIOC fuRnu (fVT NOT KOW7D) m /RO'C* A TRm In L0SUN?CC. MORipRAL ;IAY7K 00 NOT TRNIyq LOrO. 7A6 YELLOW PSK 1We i' iNICK 1/e}50 0.TA13 tFrR R 1K OKV UR RCTAwAR lY eRACI(CTS FASTUKD •110 MOOS ,VA+e. e.m ee.ae3rlrAN a.io w1i. /47(0 P rc rro u. SI (O.•0 MM'0, S/le'.1-0//e tA4 SdREw PER 111.CJ elpClf¢. YANI2W0. WfCO-ON PKwq, AN A 14fC0-ON YCSfq SKIP u7CX CNOAOCSTiHCOATAPPUCp0 !OM 1= C, y,Lv. STL4 TOP OMO KCAL TPACI SIOLe'0/ SfSCI SKW. tki S ST 4C1 OIK LW WCX ON AAAXV AT7Aa11W W/ A) wTm SACI iOC Or 000, i1MS 0• SNCC7 wa sNw LIP JOINTS. S ovmm KeycO TNOf7Ki NTEA 7XCCT A•1). CAM76' WLOe NNIOIL ru 3' TALL WEAR- J (.) I .r] fW id a oALv, arcc T wN. Ttsa,erRow 1: So KSI OwTsict _ L I J' I`• - J' TALL, . 7o G CILV. siC[L V-SMss CHO SUOC BOLT W A 5-1-1-t PATiCI1N ((I.C. Tw0 WOW fTILC l.Opf 0410U 1-7/e• ON Sotmu $CC". oh[ U= ON NUO WTO vtRt1G>L KCifON e7TC.), G1C11 V-WL ATTACKQ 1RACK ONC T YRM 1/i1J/f' sw TAPPM SCRCWS LOCK ON tJ1 C IAG/KS4 0 OOO IWE FnnDN A -A -taint vlMl IJ OA MIT GY.v, sRCL OOTTON eMCkcr. ATTA4HCC MM (3) /Ih3/S' 3HW WC7AL SCU01- I..f/f• f11RT .1LTK YCAp4 O 0 1 r.A .• sflr yf.i..ss eoRcwe. ,u,y,.•.;•-—M yl... ,.,. Mry.'R• iW r, WYLCNO By ow imst4 1 (TO SUR) Wk. OALV. rm Do STLC SO o+ WLV, STIR WML STK.0 C C C OR S+ CFNILRf (4000 ft WK CONWI) OR - 7/If' I.p. ROUNO PUSIINOT 1 /f'./• TAPCON SCRCWS ON 17-1/1• c0im S (0.000 rASICNCII (ONC Pq ROLACR) IC Man, PyyjA W K t wASNa7 wCWOCD Wrm U ) i }9y1; an MIT A ) 1 1M ce fUNKq li 6N. SfmT0.1C1( eRAGfeT ijj{ 4 e 1 TS)7T1p_ N %.CKil7 444" co "orWON OIIC 1 e/e BOLT Y NUT (A 1 ..i/" W SCAh7 Pq WO wNOG TRmmu 046 CR TKO 1/4• CK W.VM 0SI4t L.-...-.L • ON SNDM, STU. 10.644 stm ROLLM Tv1N 1WlN werruv . P.C. PRr•A w eIy ... e+wr • ,frnneN e.e RORIOA P.c. I46406 NORM CARWMI P.e. #2W2 Emamm IN N y s rR Me Oe31CN LOADS: +24.0 PSF k -PSP 1c TAC Pti ONfAeUTY or iXe PRORiSKRW a TEST LOADS: +J8.0 PSP k -37.0 .0 PSF of Dom RCCpIo roR iNC suR owD oR sTRLCNRC ANo w ACCOPOANCC MM euiwu+T SIRIDRq COOef FOIL TX[ LOIOe Ullm W .Iawl.. auwm .s N ONe Tt1S OMwINc. . wM. PN/m frAt). PART NO,: - A NotK.v CWW.WM/h WAYh.1w. en w. unl.0 saw oN.nb• TOLERANCES en T /)',T A/T 3i2 SL SuU 1600 L-1 1 .. .rw A.r.N w A1ry nN r wr..w, id, No. (-SI-]61+kW WfCSeawmONL iu Na I-SI} f2-J319 DESCRIPTION; MODEL BRST W4 18-0 x. 8-0: 24/-24,5 DeSION LOAiNNwIn. FN.r .m.w1t P.A.. 1. A..rw WI. n.u" Alq rwuK r f..wb rr ....•.. ww 000 . #.008 0000 #.00t 0•gewa ' #:/2' Vn elel•d Olh•rMa owcNSKNKS AAL w weNes. DRAWN BY: 8MM I'llOATET 4/18/00 SCALE: NTS QWG, R CHECKED BY: M— DATE: 4/18/00 SHEET 1 OF ) SIZE +-• Third Mql• a - Pro)•elion OWa. NO.: 102138 REV. N0. t ypw OESIGKA110N• Therma-Tru in -Swing Door wood %,omes System MAMUL OVERALLI NOL! NAI S17Fr Single up to 6'4 Y_ 8'O r/wo side.:fos Double up to 8'4-x 8'0 w/wo sida4!es ye.te,> 1`GNFIGURATIONS: X. Ox. X0, OXO, V. 0)0(0. r:FNE'RAI GESr'RIPifON' The head and side jambs are fngeljoint pine meosuring a min. 4-9/16' with a 1/2' rabbeted stop. 3/16' TAPWN .. TYPE ANCHOR 1/2- aftwa FRWAIG 2x e= PFM WiEDLb i1FAb .IAMB Tg A sue-eucic 2X WCK r 2 FlRAYNO .. t; v PFH ws 1 1 fl[ r J/16' TAPCON TYPE ANCI.1oft low CPA" l. 1.16' kftsat veffv1. S10E .4WI; It s e-& na a cwyY°ewa si w/11C1 eeaene nFcir.N PRESSURE RATING: Single Pobivvs.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 MAX is' O.C. 1x BUCK LlMf't8 TAPCON TYPE ANCHOR ELCO TAPCON Of' EOUAL 1/2' DRYWALL 1 r 2 FIRRWG js{ MASONRY LW1FL T WER101 3/16- TAPCON iyy See nets 2) ed . J1D P.ro 1x Sue-tlucx 1/2• DRYWALL Ix eucx FlRR A O Y .,,.-. ` :-. :; • (235 La. SHEAR RATING) 3/1e• WCON . r :. Y... ewv :s+'•''y (See note 2) r:. SHIN $PAC -1/4= MIN. VER71CAL SIDE 4WO r -To IX Sue -BUCK IpI)r 1. This system has been evaluated for use in locations rAhering to the Florida Building Cods and when pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings e• and Other Structures do not exceed the design preaure ratings listed herein. 2. For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 7707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that a minimum 1-1/4' engag4 rent of the Topcon into the masonry wall is obtained. Ill 813.684.3631 Ill oWG 6Y: W.L.N. CHK. BY: R.W. DRAWING NO, . T-02201 SMW 1 Of I 1 cs1GN PRESSURE RATING: - jt00rt brSIONATION- Themlo—Tru Out —Swing Door Wood FFames System IMUM OVETti S NOMINAL SIf _ Single UP to 6'4 x 8'0 r/ro skei'tea Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Poaitiw 60.0 PSF Negative 60.0 PSF W t tV 7 Double up to 8'4 x a'0 r/ro sWdites a Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF Q cO u. •a1F, CONFIGURATION X. OX: XO. OXO, XX. OXXO O sFht3S DESCRIPTION: The hood and side Jambi ore rmgorjoint pine Lrmeasuringomin. 4-9/16' with a 1/2' robboted atop. 1 1 ""• ,. O MASONRY LINTEL Laj MASONRY LINTEL I x 2 FIRRINO ORMALL .... 1 N.• 3/16' TAPCON TYPE ANCHOR y IIf T1-jo gd. T to s.' VV7I B: PFH INSEDW HFitD JAMB U B Pm r4sl a 4 S z .. 25' MAX. SHIM SPACEv a i y P" 3 WCi25' MAX. SHIM SPACE._. EXTERM 3/16' TAPCON J TYPE ANCHOR HEAD JAA[8 TO iX SUB—Bl1CX 3/16' TAPCON TYPE ANCHOR ELCO TAPCON OR EQUAL 235 LB. SHEAR EATING) 1 k 2 11RRNG LjpFes•• O O 1s' I OR n'N1 d 3/16' IAPCON TYPE AhCHOR tX BUC< T lItIF8fD8 O a o a Y z ao'o n 25' MAX. SHIM SPACE 1: ` ... 1.1 ,.., 1.2s• MAP. 4. t J w O N Z. ONIR j W U) QpQ y0pz3 CC JNg8106 ILA U FI fa x 2-1/2" PFH INS C—StNK 1 xL F+RRING OO 2 {. x;, . . , . M -• DRYWALL VERTICAL SIDE JAMB IX BUCKrED ',` ' TO 1% 5U8-9UCK a L_ JAB 1 x 2 FlRRING 1• This system has Den evaluated for use in bcadions adhering to the Florida Building Code MNNK . and ehero pressure requirements as doterminso by ASCE 7 Minimum Design Loods for Buildings i'.. a' •• C-SJDRYWILL 2X BUCK and Other Structures do not exceed the design pressure ratings listed herein. m VEROGV. SIDE JAMB 2. For installations where the sub -buck Is loss than 1-1/2' (FBC section 1707.4.4 Anchorage Methods f & TO 2XSUB -BUCK - and hub -sections 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the length meat be such that a minimum 1-1/4' engagement of the Topton into the masonry wall Is obtained. 3. When using a IX sub -buck a 6-9/16' jamb is required to allow for min. edge spacing for Tapcon type anchors. 3 IF R t 4i ,f 11 Ott V V YV OVI DING ONSULTAKM, ala 513. fS84.3831 PATE; 4/3/02 SCALE: N.T.S. DWO. Sr. W.L.N. CHK. BY: R.W. DRAWING NO.: T- 02203 SNIZI I or I rNQllEL DESIGNATION: Thermo-Tru In -Swing /' Ott -Swing Door Wood Frames System DESIGN PRESSURE KAIINU: MnxIMUM'OVEJ?ALL NOMINAL SIZE Single up to 5'4 x 8'0 i1/wo sidelites Single Positive 67.0 PSF Negative 67.0 PSF Z Double up to 84 x 8'0 a/wo sidelites Single with Sidelitas Positive 60.0 PSF Negative 60.0 PSF H 1 coNFlcoRAnoNc• X. OX, x0, OXO, XX, Oxxo Doublc w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF y o 1L!4eLE cENJ R& OESCRIPTiON: The head and side jambs are ringerjoint pine I OCS measuring a min. 4-9/I8' with a 1/2' rabbeted stop. W pop pp DOUBLE 2X d. f HEADER a t/2' DRnsw SHCAn+u+c o I Qa n i yz SINGLE DOOR 2X STUD c o ' z ao ao• e.o• ao' X ty. a 4 l n2XJACKSTUD a x 2.-1/2• ry j ED t r r 1/2• DRYWM.LlFi I W ia• TYA Z oWra• s t { l a a .4 2x4 DOUBLE DOOR U 2 N lL JC SmB oTy z0• p U 3.0' 7.0• 3.p' s x 2-112' 10' z0• z0• O o 3 PFH wS p to I ZV 3 Z s I l i I I FT I I I C, tA51M" C-ssuc swEAlHu+o coNwLTANIr.Jm..ouwwe 6tS.68.Se31 23' MAX. Sisu WITH SIDELITES a 4/3/02 SPACE o SINGIOR DDUBI E DOOR SCIdE: N.T.S vERDCAL Soo Aug OWG WY: W.LN. t. 1S' Yel. VAR. T This system has been evaluated for use in locations adhering to the Florida Building Code CNK eY aw. and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildi.t;s DRAWING NO' and Other Structures do not exceed the design pressure ratings listed herein. y— t 0, K THERMA oTRU® FIBER CLASSV/"%=TH STAR' WSWWO"SINGLE AND DOUBLE WI& WiOUTSIDELf1ES. INSULATED F79EROLASS DOOR WITH W000 FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR M4U/1-OAOE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LtSTEO 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 QQES N07 MEET THE WATER REQUIREMENTS FOR MIAMI-DADS COUNYI S. WAMI-OADE APPROVED IMPACT RESISTANT SHUTTERS sac R OUIRFO FOR SIDELITES ONLY. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Door •4 S•dniite Leof Conruction Fare sheets: Fiberglass avg. min. yield strength Fy(min.)a6,000 psi SmoothStor - 0.070 minimum skin thickness FiberClasste - 0.110" minimum skin thickness Core design: Polyurethane foam core. with 1.9 lbs. density by BASF. truetionv The ppoo el skin is constructed from a 0.070" thk. ITO mg compound C (SMC. The interior cavity is filled with 1.9 lbs. dw*and yciil ooi+ee its iFM, (f41foam. estikns na«nforeedsheets areo groMod to theblock measuring 2J75 x 14.0 long at the since, and deodhoft location. the lunge stile is Finger Jointed Pine and the top and bottom roil are of a rood canposite material. In the double door application the inactive door is fitted with an extruded aluminum astragal (Wind Jomber 6) of 6063-T6 alloy. gyp, The frame is constructed from fi jointed pipe. The header rs Jan to the side pmbs with (3) 16gm 1/1crown x 2 long stopks at each side. The mullions ore secured together m a sidelite appfcation using /8 x 2' long PFH Wood Screws (6) screws per each mullion. The units use an Inswing Saddle threshold measuring 5.75' x 1.548 ip5ddtjq Gkzmo, The sidel e panels ore sandwich glazed us!+g a two Pace i from.. The ore d glazed on the exteriorwith on r/82 thk. ce8ulor glazing tope (Slogg-II Tope)) d, caulked with silicone. The kte frames are held togetherwitha /8 x 1 f/2 long Plascrew. OF CONTENI DESCRIPTION 37. 5 MAx. OVERALL WIDTH 36' MAX. PANEL WIDTH T T- xw x a d 0 6 eOg0o4 0 O o ri N to co L m0, L SIN r WING UNIT 74.5' MAX. OVERALL FRAME WIDTH --- 36.625' MAX. PANEL WIDTH I W ASTRAGAL 2 T- LU Mgo 40a 1 c 1. DESIGN PRESSURE RATING UNIT TYPE WH R A ER IN IL RATION RE UIREMENT IS NOT NEEDED SINGLE 67. 0 PSF - 67.0 PSF DOUBLE 55. 0 PSF - 55.0 PSF WITH SID LITE 55.0 PSF - 55.0 PSF 105.5" MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH W/ASTRAGAL D ALL MODELS 68.5' MAX. OVERAL ARE VIEWED 36' MAX. FROM INTERIOR PANEL WIDTH D 15. 5" MAX. FRAME WIDTH 13.75" MAX. WIDTH 7. 125" MAX. O.L. O. WIDTH 15.5" MAX. FRAME WIDTH 13.75" MAX. WIDTH El III II 7.125" MAX. D.L. O. WIDTH to Jo_ 00 11-01 OLU 00 pQOr" t$ Ljto oto Z) O LJ O oQCO cO a 513.654. 3831 I ® RIEDD` B e O o A. rl VIMer: N TJH f' CHK. er: RW UPXR. MANUFA JS- 2151 2,G. %_ it J' - --- - 1 or..! 11 3 o Go EXTERIOR 1.68' MIN. PANEL THK. 1 aTIC•L CROSS sEG710N V DOOR PANEL 0 D 29 p . 0 42 N I d' Da 4333Yl:aO: . 34 0 0• SEE NOTE p.. • •p o : 5 SHT. 4 Q 2 41 2 L NOTE 1 SHT. 4 2 5" MIN. a CLASS THK. Icy., ,i a EXTERIOR INTERIOR o to ci 25 0 FOAM CASKET k N m SILICONE CAP BEAD f' 0 0 6 p 1.68" MIN. PANEL THK. An O _off. 42 j 0E cV o O Go 000 S V) 2 IL Z O mOWQ W a Q( N/1 II NSVuAN INC 08 10 01t8l, 3.1584.383i i/2' 1TJH er: RW S 2151 vcn ' 2 a 8_ B T4 8 7 z 0 > SEE NOTE 2 SHT. 4 FCC aa 0 00 27 R Ln 6CC O INACTIVE ACTNE Z to e. • • Lj ems u°: O uj O e ' FE.e 00 00 coCL z y r 30 TAIASTRAGAL RE1w aBOLT 8.0" LG. TOP Qc BOTTOM ( 2) BOLTS INTERIOR v?Z g >< zAT TOP k (2) AT BOTTOM SEE NOTE 6 3 a 3 9 18 CROSS SECTION SHT. 4 FOAM GASKET & 43 SEE NOTE r SWCONE CAP BEAD d 12 5 SHT. 4 I 34 — n .... n o 1. 15" MIN. EMB. f—. 25" MAX. SHIM FOAM GASKET & SILICONE CAP BEAD 11s O 2; 7 SE NOTE 1 SHT. 4 v0 SIDELITE TO BUCK EXTERIO l IE614B Y 36 in S c z 44126 9 6 e° o 1029 ' c 7 5NOTE 1 w d 37 aSHT. 4 a a SEE NOTE 7 SHT. 4 O Z 2HORIZONTA 3 ® HINGEJAMB TO SIDELITE 9UILpNO TANTTi. ING U F 11 l:AL e i U'i.'1Jl i c wrc 08 10 01 TJH Rr,i ".\ L V1U11" t11CTURER M hE 8 ua. ar RW onwvlNc NO.: SHt= T 3 Or 8 1.15' MIN. EMBED. 15" MIN. C—SINK 25" MAX. SHIM SPACE 1 ,$ECTION 4 LATCH .COMB 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 . 27.57, 38.3757, 49.375" & 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125" IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 7. 3 57, 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) 16G/L x 1/2" CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 16GA,x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (IS 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. 6SPACING MULL 0 TOGETHEROGETHER IS/ SCREW) SAME THE CURING 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 AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELTTE AT THE MULLION USE ITEM NO. 37 (110 x 1 314' SCREW). 1.15- MIN. EMBED. 15" MIN. C—SINK r 2 4 HINGE JAMB TO BUCK, SEE NOTE 6 SHT. 4 FOAM GASKET do SILICONE CAP BEAD SEE NOTE 5 SHT. 4 z insJ 41 z SEE NOTE 1 a SHT. 4 3 I 4 ® STRIKE JAMB TO SIDELITE 17 in`.1•1 'tilt ::\'lre i'"" r7 D:,. 1 S,TEEJRR FILE, 25' MAX. SHIM SPACE SEE NOTE 7 SHT. 4 O F Q N O c0 oi ac z 15 O:m0 oo a H 3O2 O' n oN 2KUy lA HtSULTANIS. iNC 513.684.3831 DWc. OT: TIP OOL BY. RN Dxr+eNo No.: S-2151 sum 4 Of SEE NOTE 3 SHE 4 SEE DETAIL 'F" SHT. 5 6" 6' 6' 3" 3. 3« 6" 6- 6" 3" —{ 3" 13 I— I I TYP. I 113 I TYP. TYP. SEE DETAIL 14 SEE NOTE S S SEE DETAIL 6 SHT. 4 SHT. 5 SEE DETAIL SEE NOTE TYP. 13 G" SHT. 5 6 SHT. a CFYP. SEE DETAIL 13 SEE NOTE H" SHT. 5 D. TYP.4 SHf. 4 14 14 w PEE o coCO a! " on zon ss-) b 6. 6- io SEE NOTE 3 SHT. 4 UJ O H O t\ N N L nh Of N n y 13 O 2TYP N o d n bg z x SEE DETAIL Nq 1 D• -E" SHT. 5 TYP. r 13 — ofN I f v a^ yt Z4Q1 0 4i SEEAI9'G" C" C• TYP._ ` pIT ' 1 g SHE l 14 TYPO o is3 P. O TYP. .B. I' 1 . I 3- r i 3- 3" T 3" i- --i i-- 3- Jd -- 1 i 6- 6" —i 6- 6" --{ 3" 3• 3 6" 6" 8" SINGS DOOR DOUBLE DOOR W SID MASTER IFHEbi# A 0.357' BOLT DEEP 13 ENOUGH THROW 12 10 0 13 0 o f 13 10 0 10 QETAIL "F' DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E« STRIKE PLATE TO FRAME DETAIL "G- AT THE THRESHOLD AS SHOWN. 1 \_ SEE NOTE 0 4 SHT. 4 OuLtXNG CNSULTAMS. NVC 813.884.3831 nt: 08/ 10/01 scut N.T.S. DNG. BY: TJH CNIL Br: RW DNAVANG NO.: 5-2151 sNeEr 5_ .18 L SEE DETAI E' SHT TYP. CENTRALFL'0 Ao v y 1fJIFAC URER NAN E a SEE DETAIL % C F" SHT. 5 r- 6' 3" b" o 6" 3''{ 36 63 1-3- 3 6" -i 3" 1 I I I I 1 I- 13 - SEE NOTE - - 13 - Typ, 3 SHT. 4 SEE NOTE SEE DETAIL In 3 SHT. 4 SEE NOTE - n - 6 SHT. 4 F' SHT. 5 TYP.SEE DETAIL 6" SHT. 5 SEE DETAIL L SEE DETAIL Typ, n 13 ' ' E' SHT. 5 5 ?I" SHT. 5 ui TYP• J- SEE DETAIL "K" 9A' •K' TYP.= 'M"' io SEE NOTE "G" SHT. 5 14 1* 3' 4 SHT. 4_ TYP• 14 TYP. 3"i-- 6' 6' 6 63' SEE NOTE 6614 4 SHT. 4 3' 3' TYP. QILBLE DOOR SINGLE DOOR W SIDEtJTES 453" GLASS BITE 463" GLASS BITE 32 40 1 33 32 EXTERIOR 25 1/ 8" TEMPERED 1/8" TEMPERED CLASS 40GLASS 25" AIR 25" AIR Op. p ... SPACE pSPACEO 1- Op1/8" TEMPERED MPERED GLASS LABSS INY 36 F 41 NOTE" 6 5 SEE 1 SHT. 4 25" STEEL OTE 1 y5" STEEL INTERCEPT a INTERCEPT SHT. 4 5" INSULATED GLASS W/ 7CM 17E FRAM ZINC• DETAIL SPACER 5" INSULATED RTS L17E FRAME_. GLASS WL DETAIL SPACER GLAZING 6 N 00 Ir go N W to a 6!3 0 J c> 2N oZ4j U eunarw NSULTAHIS, INC 613.654= 1 MID 08/ 10/01 scAa N. T.S. Dm or. TJH cHr BY. RW_ oaa ro NO.: 5-2151 pw 6 OF 8 4.563* t n32Z --T U) @2@ 29 0WOOD FRAM 3 FINGER JOINTED PONDERDSA PINE 1. 92'— 1. 734* 77rl 097' 4 x 4 STEEL DOOR HI I F-- I.077--j PLASTIC LIE - LIT_ E-FRAME EXTRUDED- M F2* 141' 1 69 1 INSWING SIDEUTE 15 BOTTOM BOOT 0. 09- EXTRUDED VINYL WALL 191 rol N T 1 r, . I "'i 11: --'UL,' j.L A— 11 - - MIA, yw- o 2, 7. 077- 0 R8n t" moon 7/ T 1. 531 - 526' c0 ZaLJ2c SI)FITTE BIANK SIDE STILE 2.713" FINGER JOINTED PONDEROSA PINE co TCM (THERMA TRtj'S POLYPROPLENE 0- J1,264' r 1. 255'-- 5 10. 1. 264' Ul co Lo 1 FC TOP M Q 1.5.31 WOOD COMPOSITE FC, LATCH SIDE STILE FC, WOOD HINGE SIDE STILE 5.75' T In ci tnO1-1. 531 —4 F-C. BOTTOM 9& In SELF ADJUSTING -AD()LF THRESHOLD 19 WOOD COMPOSITE Q ALUMINUM/VINYL .045" WALL ALUM, 080' THK WALL VINYL TYP, C-4 0! T SS BOTTOM RAIL WOOD COMPOSITE 9 2.375" CAM 08/ 10/01 Sc^m N.T.S Ino am. Or. TJH L FINGER T W000 LOCK BLOCK JOINTED PONDEROSA PINE CHK. irf. R_ DPAWNG NO30 -' S- 2751SHEET _7 Of —8 I F M?aASSIC DOOR SKIN .110' MIN. THK F"so ASS BY iHfRMA-TRU with F min COOO ' FIBERGLASS RAp 1. 1 x .94 THQ W-TRV W000 CONPOSRE WOW cokposrff 3 FC. LATCH SftF -TRU. WOW CC 6RE 1.531 x 1.209 WOOD CDIIPOSRE Fr_ Wa STILE - P0NDER051 1. 1 x 1209 WOOD 5 It iTOAI RAX 1:531 x 1.25 RAM-IRV W000 L10MP0SRE MOW COMPOSITE 6 R 1.91bs. ENS FOAM 7 SHORl' RE" COMPRESSION N' N.YS.W -TRV FOAM 8 COMPRESSION Rp - FOAM 4 x 4 HINGE.097 THK. ERMA-TRU STEEL 10 1 x 4 . PFH W000 SCREW 10 Frame 1 1 SS 801T0M Rol 1431 x m TIEAW-IRU WODO NOW 1 10' x L.G. P WOOD SCREW EEL. 1 8 x 1 . PFH 0 SCREW ST L 14 16 TAPCON ANCHOR LCO 2.0 MIN. I.G. STEEL 1 I ELITE BOTTOM BOOT .090 EXTRUOEO VINYL VINYL 16 2x INNER W000 BUCK WOOD 17 MAK. 1 4 SHIM MATERIAL WOOD T-8 KWIKSET TITAN 7 SERIES PASSAGE LOCK 1 ALUM. OOO 0 x Tmom- E WOOD 21 x - YDDD- 4MY x. PINE W 23 KWIKS TITAN 700 SERIES DEMBOLT 4 RAGAL W B It WR66T .052 WALL UM. 6063-76 5 GLAZING.2 INSULATED TEMPERED G1A55 G S WOOD26S. Wa -TRU POH0EM PEE 1.1 x 1.531 7 8 x f LG. PANHEAD SHEET METAL SCREW STEEL 8 INSWING DOOR BOTTOM SWEEP L 29 WOOD 3 FC WOW LOCK BLOCK SA PWE WOOD 31 3 x 1.531 W000 C0IAP09TE 2 K. U GLATAPE 33 NO UTE FRAM B STS 4 M 4. W3 x 125 BLANK JMIBWSI PINE 570EL1TE SWTE SfpE -TRU 1.531 x .5m IOIAFROSA PPIE WO 7 10 x 1 3 4 I.G. PFH WOOD SCREW STEEL 38 S'SLOP PA& I.531 x .9/ THOU-11A/ WODO CMFVSM WOW WMPOSITE NO USED 4 SI I N U K SILICONE 41 8-10 x 1 1 2 PLASCR FOR ITEM 34 ST 42 SM)IE RIP h BOMM Rol 1.531 x IOC WOOD 43 18 x 2 LG. PFH WOOD SCREW TEEL TI. • I a . L 38 v? SS. TOP RAIL WO00 COMPOSITE 592" co coO! pp N179" R H MP N T11 R I FOAM CELL CORE W N(L JACKET 3" N N 579' r rn 7 . 171 F OCQMPRESSION WEeTH RSTRIP BY 1HERMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357' DL4 ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS W Nn AMBER II WR687 STRIKE PLATE 31 V---- 1.531' --1 cc , errs: anc crn F COMPOSITE 1. 531 " Imo— 1.316' 26 c5. WOOD HINGE SIDE S71L 41. 767*!! ASTRAGAL HAS n ( 2) 8.0" N BOLTS O BOTTOM BO S BOL75O TOP 24 WINDJAMBER II WR68T ASTRAGAL ( ALUMINUM 052 MATERIAL: C/R I Q do YELLOW CHROiT- An. LY N o co oO o0 Z 0 M Lo Z nL J . 3¢ 00 to ( L 813. W4.3831 7-. 08100 N. T.S. a er: TJH K. BY. RW wwc NO, 5- 2151 ar 8 or 8 r JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.02 June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, Ist Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 407) 636-5760 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 Home 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 "IX,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 Ytm) does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon)_ Therefore, buck thicknesses less than 1 Yi" 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 %'. Concrete Masonry Units should have a wall thickness of 1 1l4' and a precast sill's thickness will exceed I %'. The drawings dearly delineate the requirement that a minimum embedment depth of 1 Y4' 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 '/&'_ Therefore, for Florida Extruder installation dravAngs. where a non- structural buck is used, nomenclature such as -JLX buck by others" or similar statements shall be construed to mean that a buck thickness of less than i Va" is acceptable. The definition of a non-structural buck is barred on Section 1707.4.4_2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 1 A ____ __ - - ----- ----- --- -- -- -- -- r JUN-21-2002 09:52 MILESTONE WINDOWS 4W 323 9729 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE fa1»oruso-oe@floridaextruders com Florida PE License No. 49752 Florida Extruders international, Inc. Certificate 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 61G15-23.0ol, FA_C. A rubber stamp seal was also applied to facilitate reproduction for Orange County Building. Division Masterfile scanning. nte! 2W7-LTR; RlA-009 i X J. AQ Nx t FJCq 2540 34watt Lane, Sanford, FL 327YI-1600 • (407) 323-3300 • Fax (407) 322-3337 2 PLOT PLAN- h' QESCRIP`TION: (AS FURNISHED) LOT 194, 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)' Cn11AQG FnnTACG (IIP Tr) rion) LOT 194 CONTAINS 6001 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2381 SQUARE FEET t TOTAL CONCRETE 492 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 3128 SO. FT, t PERCENT OF CONCRETE & STRUCTURE TO LOT 48% t LOT 194 UP TO CURB CONTAINS 6551 SQUARE FEET t THIS STRUCTURE CONTAINS 2381 SQUARE FEET t CONCRETE 825 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 3345 SQ. FT. ± LOT 180 LOT 179 LOT.,1.78 I N54'23'117W 50.00' 5' DRAINAGE k UTILITY EASEMENT 7S6 LOT 194 I DRAINAGE TYPE A - J9 GRAPHIC SOCALE 0 - 15 30 I 5.0' 5.0' 40.0' 0 N Z O O w O N a 40.00' N W W r- LOT 195LOT193Z I PROPOSED a 1928 o. o FINISHED FLOOR .. - C5 c, W ELEVATION=14.70 J T 0) Z I a a o in A M Z.L0 COVERED ENTRY V) 5.4' '. z 5.0', i33 o.a 213 5.0' 71=2'3/,29" 0 i DRIVE-'' pg pp[ gg. gg J gp. PLANS REVIE EU L=11.45' N--- L- CITY OF SQ NF®R® I2 10"UTILITY EASEMENT R=250.00' 9 CB=S55'41'55"E - - 4 C=11.45' 38 5' 0 PROPOSED •'. " -'- INLET PN35' 36'49"E 25,00' 3" L 139.88' PT 554'23'11"E181.64' CENTERLINE RIGHT - OF -WY 74R 225.00' BUILDING SETBACKS PC CB=S72'T1'47"E WILLOWBAY RIDGE STREET FRONT: 25' C= 137.64' 50' RIGHT-OF-WAY REAR: 20' 55' CORNER: 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 CURVE - -, RECORD PDCENTEX.- HOMES PROPOSED ELEVATION... PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW A_. DENOTES DELTA ANGLE 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE RC LDENOTESHO LENGTH C. B. DENOTES CCHORD BEARINGPLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR . PI DENOTES .POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PRM ''PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY - - TYP TYPICAL ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF P) PER PLAT 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 IS PER DATA C/W CONCRETE WALK S/W SIDEWALK CS CONCRETE SLAB FURNISHED BY CLIENT -AND IS,FOR INFORMATIONAL PURPOSES CP CONCRETE PAD C CHORD LENGTH SO. FT. SQUARE FEET T - ONLY. THIS I IISISNOT A SURVEY PB PLAT BOOK R RADIUS - - NATURALGRADE . PGS PAGES RNG /W WAYTHIS IS A PLOT PLAN ONLY 1. THE SURVEYOR HAS NOT ABSTRACTED THE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL LAND SHOWN HEREON FOR EASEMENTS, RIGHT D 4NO1202940035EDATED /17/95 AND FOUND OF. WAY,: RESTRICTIONS OF RECORD WHICH THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X; MAY, AFFECT THE TITLE OR USE OF THE LAND AREA OUTSIDE 100 YEAR FLOOD PLAIN. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID NATHOUT THE SIGNATURE AND THE ORIGINAL BEARINGS SHOWN HEREON ARE BASED ON RAISED'SEAL OF A FLORIDA LICENSED SURVEYOR THE NORTHWESTERLY LINE OF LOT 194 0 4 T ExaAND MAPPER. , BEING N35' 36'49" E PER PLAT. r 1 t gyp, FIELD DATE:) REVISED: iI4'10 SCALE: 1" = 30 FEET APPROVED BY: SJ AMERICAN SURVEYING & MAPPING FOR ASM39803 CERTIFICATION OF AUTHORIZATION NUMBER L8#6393 THE JOB N0. PLOT FLAN 12/8/03 SD0 320 EAST 'SOUTH STREET, SUITE .180 _ FIRM ORLANDO, FLORIDA DRAWN BY; L.T FIT 12-31-02 CK8 32801 (407) 426-7979 WILL IAM _R. M CATEL 0 JR. `PSM j/4 8 DATE G:lASM3MASM39003d— 17/4Y10M13 I P'A-21 PM. ._ FORM 60OA-2001 Qr . FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION k Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1928 LIAR i Cl Ll Builder: CENTEX HOMES Address: 1 1-1 WILLOWBAY RIDGE STREET Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: 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 5. Is this a worst case? 6. Conditioned floor area (ft2) 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. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. 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 I Ducts a. Sup: Unc. Ret: Unc. AH: Garage b_ N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 4 _ b. N/A Yes _ 1929 ft2 c. N/A 210.0 ft2 _ 13_ Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 0.0 ft2 b. N/A Cap: 37.0 kBtu/hr _ SEER: 12.00 Cap: 37.0 kBtu/hr _ HSPF: 8.35 R=0.0, 198.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ R=4.1, 1058.0 ft2 _ EF: 0.86 _ R=11.0, 278.0 ft2 _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R= 19.0, 1964.0 W _ 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: 27478 PAS SGlass/Floor Area: 0.11 Total base points: 29112 t hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: s-e- DATE: 1 hereby certify that this building, as desi ed, is in compliance with the Florida Energ de. OWNER/AGENT: DATE D E 0 4 2003 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: PLANS REYIEWE" DATE: CITY OF SANFOR EnergyGauge® (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 1928.0 25.78 8946.7 Single, Clear S 1.0 6.0 32.0 44.66 0.94 1349.1 Single, Clear W 1.0 9.5 32.0 53.47 0.99 1701.0 Single, Clear S 1.0 4.0 10.0 44.66 0.87 387.8 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear E 1.0 8.0 40.0 59.31 0.99 2344.3 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 As -Built Total: 210.0 10331.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 278.0 0.70 194.6 Concrete, Int Insul, Exterior 4.1 1058.0 1.18 1248.4 Exterior 1058.0 1.90 2010.2 Frame, Wood, Adjacent 11.0 278.0 0.70 194.6 Base Total: 1336.0 2204.8 As -Built Total: 1336.0 1443.0 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 18.0 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 1916.0 2.13 4081.1 Under Attic 19.0 1964.0 2.82 X 1.00 5538.5 Base Total: 1916.0 4081.1 As -Built Total: 1964.0 5538.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 198.0(p) 31.8 6296.4 Slab -On -Grade Edge Insulation 0.0 198.0(p -31.90 6316.2 Raised 0.0 0.00 0.0 Base Total: 6296.4 As -Built Total: 198.0 6316.2 INFILTRATION Area X BSPM Points Area X SPM = Points 1928.0 14.31 27589.7 1928.0 14.31 27589.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 36650.7 Summer As -Built Points: 38773.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38773.3 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13084.5 36650.7 0.4266 15635.2 38773.3 1.00 1.250 0.284 0.950 13084.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 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 1928.0 5.86 2033.7 Single, Clear S 1.0 6.0 32.0 7.73 1.01 249.4 Single, Clear W 1.0 9.5 32.0 10.74 1.00 343.5 Single, Clear S 1.0 4.0 10.0 7.73 1.05 81.2 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear E 1.0 8.0 40.0 9.96 1.01 400.7 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 As -Built Total: 210.0 2111.5 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 278.0 1.80 500.4 Concrete, Int Insul, Exterior 4.1 1058.0 3.31 3496.7 Exterior 1058.0 2.00 2116.0 Frame, Wood, Adjacent 11.0 278.0 1.80 500.4 Base Total: 1336.0 2616.4 As -Built Total: 1336.0 3997.1 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 1916.0 0.64 1226.2 Under Attic 19.0 1964.0 0.87 X 1.00 1708.7 Base Total: 1916.0 1226.2 As -Built Total: 1964.0 1708.7 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 198.0(p) 1.9 376.2 Slab -On -Grade Edge Insulation 0.0 198.0(p 2.50 495.0 Raised 0.0 0.00 0.0 Base Total: 376.2 As -Built Total: 198.0 495.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1928.0 0.28 539.8 1928.0 -0.28 539.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT Winter Base Points: 5134.3 Winter As -Built Points: 8030.6 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) 8030.6 1.000 1.078 x 1.160 x 1.00) 0.409 0.950 3899.4 5134.3 0.6274 3221.2 8030.6 1.00 1.250 0.409 0.950 3899.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15635 3221 10256 29112 1 13085 3899 10495 27478 yo4 THE STqr Hnr d a EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the pedmeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.12.5 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. RA-22 OTHFR PRFSCRIPTIVF MFAStIRFS /must hp mpt nr PYCppdpd by all rpsirlpncpc 1 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 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 3. Number of units, if multi -family I _ 4_ Number of Bedrooms 4 _ b. N/A 5_ Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1928 112 c. N/A 7. Glass area & type a. Clear - single pane 210.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump e. Tint/other SHGC - single pane 0.0 ft2 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.1, 1058.0 ft2 _ b. Frame, Wood, Adjacent R=11.0, 278.0 W _ 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, 1964.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali: 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) in this home before fmal inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ikX_-', Date: D E C 04 2pp3 Address of New Home: I I -1 WILLOWBAY RIDGE Sbty/FL Zip: LAKE MONROE/32747 Cap: 37.0 kBtu/hr _ SEER: 12.00 Cap: 37.0 kBtu/hr _ HSPF: 8.35 Cap: 50.0 gallons _ EF: 0.86 PT, NOTE_ The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPADOE EnergyStar" "designation), your home may qualify for energy eff iciency mortgage (EE* 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.fsee.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building. Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 03i26i2003 10:21 DEL AIR 4 4076614089 N0.347 P014 RIGHT-J LOAD AND. EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-0s-o2 Proi ct Inforrnatlo n. `¢ mtl For. CENTEX HOMES Notes: Weather_ Orlando AP. FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 grAb Heating Summary Building heat loss 32761 Btuh Ventilation air 0 cfm Ventilation air loss 0 l3tuh Design heat load 32751 Btuh Infiltration Method Construction quality Fireplaces Vlume (fte) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 1928 1928 15424 15424 0-90 0.40 206 103 Heating Equipment Summary Make TRANE Trade Efficiency 7.7 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 1200 cfrn Heating air flow factor 0.037 cfm/Btuh Space thermostat Sensible Cooling Equipment Load Sizing Structure 24036 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0-98 Total sens. equip- load 24525 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3032 Btuh Total latent equip. load 5887,, Btuh Total equipment load 30412 Btuh Req. total capacity at 0.70% SHR 2.9 ton Cooling Equipment Summary Make TRANE Trade Efficiency 12.1 EER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 36400 Btuh Actual cooring fan 1200 drn Cooling air flow factor 0.050 cfm1Btuh Load sensible heat ratio 81 % BoldrMrjc values Rave been nmm aUy ovarfddw Printout oertified by ACCA to meet all requirements of Manual J 7th Ed. a wr ghtsoft few-suAv+,"Uaa RSR2W15 2003 Page zsosage I E FileslCer tsx 2ppn19281t928.1sf i 0312612003 10:21 DEL AIR 4 4076614089 N0.347 9015 RIGHT-J CALCULATION PROCEDURES A, D, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1928 09-0"2 log COMMERCE STREET, LAKE MARY. FL 3274"206 Phone: (407) 831-2W5 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15424 f z 0.0167 = 2. Winter infiltration load 1.1 x206 cfm 3. Winter infiltration HTM 7239 Btuh / 248 x 32 `F Winter TD = ft2 Total window = and door area Procedure B - Summer Infiltration HTNi Calculation 206 cfm 7239 Btuh 29.2 Btuh/fF 1 _ Summer infiltration AVF 0.40 ach x 15424 ft8 x 0.0167 = 103 cfm 2. Summer infiltration load 1:1 x 103 cfm x 18 'F Summer TD = 2036 Btuh 3. Summer infiltration HTM 2036 Btuh / 248 if Total window = 8.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moistdiff_ x 103 dm = 3032 Btuh F-rocedure u - tquipment Sizing LOWS 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24036 Btuh Sum of ventilation and structure toads 25026 Btuh Rating and temperature swing multiplier x 0.98 Equipment siting load - sensible = 24525 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 gdlb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3032 Stuh Equipment sizing load - latent = 5887 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlr Ik varwx nave Aeon na"RY evensaden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wngt2ShDft . -Sub Radderedym5.5.06 RSR26o13 2003-Mar M 0011.08 906A E1FIteslCenDex 200211926V928 rar Rage 1 03i26i2003 10:21 DEL AIR 4 4076614089 NO.347 D016 i RIGHT-1 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job- 1923 09-0"2 109 COMMERCE STREET, LAKE MARY. FL 3274&6206 Phone: (407) 831.2W5 J: 7th Ed. 1 Name of room Entire House FOYI(NrDIN BR4 KIT j4MANUAL2Lengthofexposed wa0 198.0 ft 42.0 ft 30.0 ft11.0 ft 3 Room dimensions 19.0 x 20.0 ft 13.0 x 14.0 4 19.0 x 11.0 ft Ceings Condit Option 8.0 ft heal/coot d 8.0 ft heat/cool SA 111 heal/cool 8.0 11 heat/cool TYPE OF CST HTM Area Load (Stuh) Area Load (Stuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CI9 Htg I Clg T) Htq I C19 111) IN CIg ftl HN 09 5 Gmss a 14B 4.6 2.1 1288 208 2410 88 Exposed b 12C 29 1.9 0 0 0 0 walls and c 13C 32 12 2% 128 0 0 partitions d 0.0 0.0 0 0 0 o e 0.0 0.0 0 0 o 0 f 0.0 0.0 0 0 0 0 e Windows and a 1C 37.0 170 6283 32 1183 32 1183 10 370 glass doors b aC 37.0 40 1478 0 0 0 0 0 0 Heating c 9C W,7 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 8 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 18 363 4 82 0 0 2 43 glass doors NEINW 39A 84 2522 0 0 32 1261 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 8 0 374SE/SW 47A 128 t1077 26 1326 0 South 0.0 0 0 0 0 0 0 0 0 Hoyt 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 20 294 199 201 294 199 0 0 0 0 0 0 b 100 14.7 9.9 18 205 179 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.8 2.1 1058 4875 2179 1$6 719 321 203 966 428 78 359 161 exposed b 12C 2.9 1,9 0 0 0 0 0 0 0 0 0 0 0 0 wads and c 13C 3.2 1 2 278 876 25 128 403 150 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 CeilIngs a 16D 1.7 2.2 1984 1 4372 428 726 953 182 309 405 209 354 465 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 010 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 f 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 198 6132 0 42 1069 0 30 778 0 11 285 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 1)0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 doors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infdbabon a 29.2 1 .8.2 248 7239 2= 52 1518 427 32 834 263 10 292 82 13 Subtotal losses+8. •11-12 29774 5932 4162 1661 Less external healing 0 0 0 0 Lass transfer 0 0 0 0 Heating redistribution 0 0 0 14 Duct loss 106A 2977 10° 593 10 416 i ON 66 1$ Total Ions= 13+14 2761 6525 4578 1827 16 1nL gains: People (0 300 6 1800 1 300 0 0 0 0 Ap1200 2 1500 0 0 0 0 1 1200 17 Subnot RSH gaar=7 B. *12.16 218$1 3757 2357 2325 Less external 000tiing 0 0 0 0 Less transfer 0__ 0 0 0 18 Coding r edigtirbu6on Duct gairt 100 0 2185 10 0 376 109 0 236 10 0 239 19 Total R8H gain=(17-18)-PLF 1.00 24036 1.00 4133 1.00 2593 1.00 2555 20 Air rewired (chm) 1200 1200 239 206 168 129 87 128 Printout certified by ACCA to meet all requirements crf Manual J 7th Ed. WMIghTS01 R%ht-SudeRGSi*nW-&5-06RSR26013 2003~28W11b6 Z5k- t Vlled%Cerd c20021192811928JV Paget 03i26i2003 10:21 DEL AIR 4 40766140e9 N0.347 P017 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Sob: 1928 09-06-02 109 COMMERCE S7MEET, LAKE MARY. FL 3274662M Phone: (407) 831-2665 J: 7th Ed. 1 Name of room GREAT RM WIC MIBR 8TH1 J4MANUAL2Lengthofexposed wall 34.0 R 0.0 ft 35.0 ft 0.0 ft 3 Room dimensions 19.0 x 16.9 ft 8.0 x 9.0 ft 15.0 x 14.0 R 6.0 x 11.0 It Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heatrcool 8.0 ft Iheatfcool 8,0 ft heatl000l TYPE Of" CST HTM Area Load (BWh) Area Load (Btuh) Area Load (13") Area Load (Bhrh) EXPOSURE No. Htg I Cig M H(g Gig n Htg I Gig It') Htg Gig in H(g Gig 5 Gross a 14B 4.8 2.1 272 0 280 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 o 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a IC 37.0 32 1183 0 0 32 1183 0 0 glass doss b 8C 37.0 40 1478 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 f 1 0.0 0 0 D 0 0 0 0 0 7 Windows and North 20A 8 1S6 0 0 4 82 0 0 glass doors NE7NW 39.4 0 0 0"' 0 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 64 3051 0 0 28 1326 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 B Other doors a 10D 14.7 9.9 0 0 0 0 0 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 0 0 0 9 Net a 14S 4,6 2-1 200 922 412 0 0 0 244 1143 511 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Wang and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0_D 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 161) 1.7 7-2 304 516 6T7 72 122 160 210 356 467 66 112 147 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.2 0.0 34 581 0 0 0 0 35 907 0 0 0 0 Note, room b 19G 1.1 0.0 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 diw. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for stab a 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 ffovrs) f 0..0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.2 82 72 2102 91 0 0 0 32 934 263 0 0 0 13 Subtvtalloss=6+8.+11+12 7081 122 4523 112 Less mmemat tw4atirg 0 0 0 0 Less transfer 0 0 0 Heating redistdbutlon 0 0 0 0 14 DUCt)053 10 705 10 Y 12 100A 452 100A 11 15 Total loss =13.14 7789 134 4975 123 16 Int gains' People Soo 4 1200 0 0 1 300 0 0 1200 0 0 0 0 0 0 0 0 17 Subta RSH gain 8: ++12+16 6086 160 2949 147 Less extemal 000ling 0 0 0 0 Less transfer 0 0 0 0 Cooringredistnu ion 0 0 0 0 18 19 Dud gain Total RSH ga1n=(17•18)-PLF 10 1.00 609 6695 10 OA 1.00 16 176 101, 1.00 295 324,1 106A 1.00 15 182 20 Air regcdred (Mn) 285 s34 5 9 182 182 5 a Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrllgr.tsoft R>gt 5une Reelder>val"' S.S_o6 RSR28ot3 2D03Mar-26 0311:08 AC 1 E1FileslCerrt®c2 2119281t928tsr Pege2 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 D019 i RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job:1g28 09-05-02 109 COMMERCE STREET, LAKE MARY. FL 3274"2n6 Phan. (407) 531-2665 W S D W G L S S O N A S O O W C W S N K 1 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/L.IVIDIN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 32.0 4.0 BR4 a n nw a C n 0 d I 1 90 1.0 1.0 4.5 5.0 39.4 32.0 0.0 KIT a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 47.4 10.0 2.1 GREAT RM a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 b n se a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47-4 40.0 3.6 WIC MBR a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 BTH7 BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 16.0 0.0 BTH2 BR3 a n ne a c rn 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 LNDRY W rlg htsoft fttd-&ft R vl- 5.s.06 RSR26013 20016-26 09:11M Page I I CA EVassrAnteC 2002U82811928-W 031/26i2003 10:21 DEL AIR 4 4076614089 NO.347 9018 4 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job.1928 09-06-02 a 109 COMMERCE STREET. LAKE MARY. FL 32746.62M Phone: (407) 821-2665 J: 7th Ed. 1 Name of room BR2 BTH2 BR3 LNDRY 14MANUAL2Lengthofexposed wall 13.0 ft 0.0 It 26.0 ft TO it 3 Room dimensions 15.0 x 13.0 ft 6.0 x 8.0 ft 15.0 x 12.0 ft 7.0 x 10.0 ft Ceiings Condit Option 8.0 ft heatlCool 8.0 Iti heat/cool 8A tj hMt/CD01 8.0 (ti heat/cod TYPE OF HTM Area Load (8Rth) Area Load (Btuh) Area Load (Btuh) Area Load (Stun) EXPOSURE NO_ titg Clg tt Htg Ctg ftzj Htg Cig tM Htg Clg tt) Htg 29 5 Gross a 14B 4.13 2.1 104 0 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 112 513 partitions d 0.0 O.D 0 0 0 ' 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 o p 0 6 Windows and a 1C 7A 16 591 0 0 16 591 glass doors b 6C 37.0 0 0 0 0 0 0 0 Heating c 9c W.7 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 e 71. 20.8 0 0 0 0 0 0 0 0 f D_0 0 0 0 0 0 7 Windows and North 20.4 6 0 0 0 0 0 0 0 glass doors NE/NW 39; t 16 630 0 0 16 830 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SEISW 47A 0 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.0 0 0 0 D 0 0 0 0 0 0 0 0 b 11 % 14.7 9.9 0 0 0 0 0 0 0 0 0 18 255 179 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 0 0 0 80 9 165 0 0 0 exposed b 12C 2-9 1.9 0 0 0 0 0 D 0 0 0 0 0 0 wags and C 13C 32 12 0 0 0 0 0 0 112 353 131 38 120 44 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 e 0.0 0.4 0 0 0 0 0 0 0 0 0 D 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1J 2.2 195 331 434 48 81 107 180 306 401 70 119 156 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 D.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 D-0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 D 0 0 0 26 674 0 7 181 0 Note room b 19G 1.1 0.0 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 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 D 0 0 0 0 0 0 0 0 0 12 Infiltration a 292 82 16 467 1311 0 0 0 16 467 13ij 18 25 148 13 Subtotal bss=6+8. +11+12 2132 81 2759 1210 Less wdamal heating p p 0 p Less transfer 0 0 0 0 HoatingredistrbAon o 0 0 0 94 Ductlos3 106A 213 10 9 10T 276 101A 121 15 Tots) loss =13+14 2345 90 3=5 1331 16 Int gains: People Q 300 0- 0 0 0 0 0 0 Appl. @ 12DO 0- 0 0 0 0 0 1 GOD 17 Subtot RSH gain=7+8_+12+16 13T7 107 1458 1127 Legg extional cooling 0 0 0 0 Less transfer 0 p 0 p Cooling redistribution 0 0 O 98 Ductggaarn 10" 138 10 11 10 143 10 19 Tolal RSH gin=(17+18)'PLF 1.00 151$ 1.00 1161.00 1604 1.0020IAirrequired (din) 86 76 3 6 111 80 49 A Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w0'YghtsolFt RigMSuiMReWd8FdW-5.5.0$RSR2a013 2003-Mar-2009;11.W E,%Files%Centex 2002%1928\1928.ar Page 3 3 y Uni'mrsal Forest Products Shoffner LLC Re: 53906899 Centex Homes Orlando 1928 B&C Roof 194 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: 53906899 BH1 53906899 CA 53906899 H1 53906899 H1A 53906899 H1B 53906899 H1C 53906899 H1D 53906899 WE 53906899 H1F 53906899 T1 53906899 CJ2 53906899 GE2 53906899 T2 53906899 CJ3 53906899 G E3 53906899 EJ4 53906899 EJ4A 53906899 HJ4 53906899 CJ5 53906899 EJ7 53906899 HJ7 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 12/11 /2003 John Presley License # 55886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146 Job Truss Truss Type 53906899 HJ7 ENDJACK Tt.UsS Universal Forest Products,lnc., Burlington, NC 27 15, Jef 1-5-0 1-5-0 Qty Ply Centex-Orlando/1928-B & Cf1sk/4-17.3 2 1 Job Reference (optional) f Kerr 5.000 s Feb 20 2003 MiTek Industries, Inca Tue Apr 22 16:26:38 2003 Page 1 5-8-7 9-10-1 5`8-7 4-1-10 Scale — 1:18. D F7 3.54 12 3x4 C i 1 4 W2 wt H B j 1 a F E 3x4 = 2x3 II 2X3 5-8-7 9-10-1 e 5-8-7 4-1-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 F-G >999 TL20 245/193TCDL- 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.06 F-G >999BCLL0.0 Rep Stress Incr NO WB 0.26 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 n REACTIONS (lb/size) B-428/0-11-5, E-403/Mechanical, D-222/Mechanical Max Horz B-163(load case 4) Max UpliftB=-194(load case 2), E=-36(load case 3), D=-148(load case 5) FORCES (lb) - Firsf(`oacf Case,Only TOP CHORD A-Haf 8.,, B-H=18, B-C--842, C-D=46 BOT CHORD B-G-781, F-G-781, E-F=O WEBS C-G-169, C-Fs-857 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; I 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 194 lb uplift at joint B, 36 lb uplift at joint E and 148 lb upliftatjointD. 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 responsibilityfortheco'rrec(ness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. 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` B-1.7-to-E=-49.5, H=-0.0-to-D=-148.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ7 Job Truss Truss Type Qty Ply Centex-Orlando/1562-A/jsk/8-27-3 2-9-3 B1 Scale -T.1 IC 3x4 TL20= 2-8-7 2r9i3 2-8-7 0-0-1 2 OADING (psf) SPACING 2-0-0 CS] DEFL in (loc) I/dell Ud PLATES GRIP CLL 20.0 Plates Increase ' 1.25 TC 0.22 Vert(LL) n/a - n/a 999 TL20 245/193 CDL 10.0 Lumber increase 1.25 BC 0.03 Vert(TL) -0.05 A >492 180 3CLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 1-0.00 C n/a n/a 3CDL 10.0 - CodeFBC2001/TP12002 (Matrix) Weight:ll lb UMBER BRACING OP CHORD 2 X 4 SYP No.2 TOP CHORD Structuralwood sheathing directly applied or 2-9-3 oc purlins. 30T CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3EACTIONS ( lb/size) C=27/Mechanical, B=252/0-11-5, D=24/Mechanical Max Horz B=54(load case 2) Max UpliftC=-13(load case 3), B=-120(load case 2) 0RCES ( lb) - First Load Case Only rOP CHORD A-B=24, B-C=-39 30T CHORD B-D=0 NOTES ( 4) 1) Wind: ASCE7-98;`iiOrriph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;L'umber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. - 3) Provide mecha heal connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 120 lb uplift at joint B. 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 whereindicatedandwithin4" 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 requirementsofthespecificbuildingandgoverningcodesandordinances. 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 Contractor/ Job:11562 A ROOF a r. Date Req:09/23/2003Draw No:53916435CJ2 ' . Job Truss 53916,435 CS7 Truss Type EMOM, lQR ._ Qly 4 Ply 1 Centex- Orlando/1562-A/jsk/8-27-3 Job Reference (optional) 1 _ _ Universal Forest Producls,lnc., 8uriington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:53 2003 Page 1 1- 6-8 3x4 TL20= 5- 9-0 5- 9-0 4-1-1 Scale - 1:1 5- 9-0 9-9-5 9 14 1 r 5- 9-0 4-0-5 0-0-12 LOADING ( psf) SPACING 2-0-0 CSI DEFL in loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.02 F-G 999 240 TL20 245/193 TCDL. 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) 0.03 A 664 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) i0.01 E n/a n/a BCDL 10.0 CodeFBC2001/fP12002 Matrix) Weight: 40 lb UMBER 70P CHORD 2 X 4 SYP No.2 iOT CHORD 2 X 4 SYP No.2 NEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) B=437/0-11-5, E=404/Mechanical, D=219/Mechanical BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 1oc bracing. Max Horz 8=164(load case 4) Max UpliftB=-162(load case 2), E=-35(load case 4), D=-126(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD A=H=20, B-H=20, B-C=-831, C-D=45 BOT CHORD B-G=770, F-G=770, E-F=0 WEBS C-G=169„-F=-848 NOTES ( 4) 1) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.0psf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint B, 35 lb uplift at joint and 126 lb uplift at joint D. 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 whereindicatedandwithin4" 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 designinformation on this sheet for conformance with conditions and requirements ofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it [nay 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 ( plo Vert: B= 1.7-to-E=-49.5, H=-0.0-to-D=148.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF DateReq:09/23/2003 Draw No:53916435CS7 Job Truss Truss Type Qty Ply Centex -Or lando/1562-A/Isk/8-27-3 53616435 CS7A Job Reference (optional) j Universal Forest Products,lnc,, Burlington, NC 27215,Jeff Kerr 5,100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:53 2003 Page 1-0-0 4-11-11 1-0-0 4-11-11 T tale . 1 a 1,1 U4 TLzo= 4-11-11 4-11-1.1 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft L/d PLATES GRIP TCLL 20:O Plates Increase, 1.25 TC 0.28 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC. 0.11 Vert(TL) 0.05 A >328 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) ;0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 17lb LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-11 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=126/Mechanical, B=275/0-8-0, D=46/Mechanical Max.Horz B=99(load case 4) " Max Up] iflC=-68(load case 4), B=-77(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=41 BOT CHORD B-D=0 NOTES (4) 1) Wind: ASCE 7-98; 1.1,Otiiph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MWFRS gable and zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint C and 77 lb uplift at joint B. 4) Truss shall be fabricated per ANS1/TPI 1795 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwilhin,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 andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. 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 t ;vr Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date 1eq 09/23/2003 Draw No:53916435CS7A r5,ob 916435 0 Forest Truss Trud: s. e, Qy 7"2±fst Ee CS7B JACK 8 Inc_ Burlinalon. NC 27215. Jeff Kerr 5.100 s a 2-11-11 2-11-11 LOADING (psf) SPACING TCLL 20.0 Plates Increase TCDL 10.0 Lumber Increase BCLL OD Rep Stress Incr BCDL 10.0 CodeFBC2001/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 CSI TC 0.12 BC 0.03 W B 0.00 Matrix) 4ug 27 07:22:54 2003 Page 1 Scale = 1:7. L/d PLATES GRIP 999 TL20 245/193 180 n/a Weight: 11 lb BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS (lb/size) C=57/Mechanical, B=204/0-8-0, D=26/Mechanical Max Horz B=67(load case 4) Max UpliftC=-29(load case 4), B=-77(load case 4) ORCES (lb) - First Load Case Only OP CHORD A-13=22, B-C=-43 iOT CHORD B-D=0 40TES (4) Wind: ASCE 7-98;'Y 0mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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. This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint C and 77 lb uplift at joint B. t) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information'on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. 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: 53916435 Contractor/Job:. 1562 A ROOF Date Req;09/23/2003 Draw No:53916435CS7B Truss T e JA Oty I Ply I Centex-Orlando/l562-A/jsk/8-27-3Job 53916435 i Universal Forest F A Truss CS7C Inc., Burli I 8 1 el 0 s May 30 2003 MiTek 2:54 2003 Page 1 Scale - 1:4. i 0-11-11 3z4`TL20= 0-11-11 LOADING (psf) ' SPACING 2-0-0 CSI DEFL in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) -0.00 A >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 10.00 C n/a n/a BCDL- 10.0. CodeFBC2001rFP12002 Matrix) Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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=-11/Mechanical, B=138/0-8-0, D=9/Mechanical Max Horz B=37(load case 4) Max UpliflC=-11(load case 1), B=-76(load case 4) Max GravC=15(load case 4), B=138(load case 1), D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-28 BOT CHORD B-D=O NOTES (4) = 1) Wind: ASCE 7-98; 1.1Qmph; h=15ft; TCDL=6.Opsf; BCDL=6.OpsF Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lutnber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint C and 76 lb uplift -at joint B. 4) Truss shall be fabricated per ANSI/TP1 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 andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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: 53916435 Contractor/Job: 1562 A. ROOF Date Req:09/23/2003 Draw No:53916435CS7C Job Truss Truss Type Oty Ply Centex-Orlando/1562-A/jsk/8-27-3 53916435 ' HG1 yjP f&T 1 1 n ' " Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:55 2003 Page 1 1-0-p 4-6-4 7-0-0 , 13-6-14 20-0-0 26-5-2 33-0-0 35-11-11 , 40-0-0 4,1-0 0 1-0-0 4-6-4 2-5.12 6-6-14 6-5-2 6-5-2 6-6-14 2-11-11 4-0-5 1-0-0 Scale - 1:69. 9x12 M1118H= 2x5TL2011 5x8TL20= 9x12 1118H= 5.00 12 2x3 TL200 E F 0 - H Ta 2x3 TL20 n fit O W1 Wt Wt - Wi 3 y W B. K L ibiA 0 5x12 TL20= Q P O N M 5xl2 TL20= 5x8 TL20= 700 M1118H= 5x8 TM2 Seat Plate Seat Plate 7-1-12 13-6-14 20-0-0 26-5-2 32-10-4 40-0-0 7-1-12 6-5-2 6-5-2 6-5-2 6-5-2 7-1-12 Plate Offsets X Y : B:0-3-13 Ede D:0-4-8 0-3-12 1:0-4-8 0-3-12 K:0-3-13 Ede N:0-3-8 0-2-8 0:0-5-0 0-4-12 P:0-3-8 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.80 O >528 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC - 0.89 Vert(TL) '-1.96 O >241 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.32 ' K n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 246lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 "Except' TOP CHORD Structural wood sheathing directly applied. T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 'BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4.SYP No.3 'Except' W1 2 X 4 SYP No.2, W1 2 X 4 SYP Not, W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 REACTIONS (lb/size) K=3309/0-8-0, B=3309/0-8-0 Max Horz B=64(load case 4) Max UpliftK=-810(load case 3), B=-767(load case 3) FORCES (lb) - First L'oh.d Case Only TOP CHORD A-B=26, B-C=-7379, C-D=-7425, D-E=-10771, E-F=-11967, F-G=-11967, G-H=-1 l967, H-1= 10771, IJ=-7440, J-K=-7341, K-L=26 BOT CHORD B-Q=6694, P-Q=6912, O-P=10768, N-0=10768, M-N=6911, K-M=6652 WEBS D-Q-187, I-M=202, C-Q--248, D-P=4198, E-P=-1412, E-0=1308, F-O=-779, H-0=1307, H-N=-1413, I-N=4200, J-M=275 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11 Omph;. h=151t; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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 M1120 plates unless otherwise indicated. 5) All plates are 5x6 TL20 unless otherwise indicated. 6) This truss requires plate. Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint K and 767 lb uplift at joint B. 8) Girder carries hip end with 7-0-0 end setback 9) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 258.21b up at 33-0-0, and 385.01b down and 258.21b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others: 10) 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 ieduce 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-D= 60.0, D-1=-125.0, I-L=-60.0, B-K= 41.7 Concentrated Loads (lb) Vert: D=-385.0 1=-385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date=Req 09/23/2003 Draw No:53916435HG1 Job 53$16435 Truss HG2 Truss Type HIP q Oty 1 Ply 1 Centex-Orlando/1562-A/jsk/8-27-3 Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:55 2003 Page 1 1_1 0 0, 7 0 0 13-0-0 20-0-0 -- 121 0A 1-0-0 3x7 TL20= Seat Plate 7-0-0 7-1-12 7-1-12 6-0-0 5x10 M1118H 2x3 TL2011 3x10 M1118H= 3x4 TL20= 12-10-4 5-8-8 7-0-0 1-0-0 Scale - 1 to Seat Plate 20-0-0 7-1-12 LOADING (psf) SPACING 1 2-0-0 CSI TC 0.60 DEFL in Vert(LL)0.12 loc) I/defl Ud G-1 >999 240 PLATES GRIP M1118H 195/188 TCLL 20.0 TCDL 10.0 Plates Increase Lumber Increase 1.25 1.25 BC 0.78 Vert(TL) -0.33 B-1 >696 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.10 E n/a n/a Weight: BCDL 10.0 CodeFBC2001/TP12002 Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins. TOP CHORD 2 X 4,SYP No.2 BOT CHORD Rigid ceiling, directly applied or 7-1-14 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 1EACTIONS (lb/size) E=1643/0-8-0, B=1643/0-8-0 Max Horz B=-62(load case 5) Max UplittE=-382(load case 5), B=-382(load case 4) ORCES (lb) - First Load Case Only rOP CHORD A-B=22, B-C=-3209, C-D=-2904, D-E=-3209, E-F=22 30T CHORD B-1=2890, H-1=2904, G-H=2904, E-G=2891 NEBS C-I=0:, Dr=G=277, C-G=1 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=151t; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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 M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint E and 382 lb uplift at joint B. 7) Girder carries hip end with 7-070 end setback8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 258.21b up at 13-0-0, and 385.01b down and258.21b up at 7-0-0 on lop chord. The design/selection of such special connection device(s) is the responsibility of others. 9) Truss shall be fabricated per ANSIlfPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracing, required for.the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. 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-F=-60.0, B-E=-41.7 Concentrated Loads (lb) Vert: C=-385.0 D= 385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435HG2 1 Job Truss Truss Type Oty Ply Centex-1 53916435 J2 J CK — - - 6 1 Job Ref( Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek 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 YES BCDL 10.0 CodeFBC2001/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 A/jsk/6-27-3 al ic. Wed Aug 27 07:22:56 2003 Page 1 D Scale - 1:6. 1-10-8 2 0 q 1-10-8 CSI DEFL in (too) Vdefl Ud PLATES TC 0.07 Vert(LL) n/a - n/a 999 TL20 BC 0.02 Vert(TL) 0.00 A 999 180 WB 0.00 Horz(TL) 10.00 C n/a n/a Matrix) Weight: 8 lb GRIP 245/193 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3EACTIONS (lb/size) B=156/0-8-0, E=19/Mechanical, C=46/Mechanical Max Horz B=55(load case 4) Max UpliftB=-62(load case 4), C=-24(load case 4) ORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-30, C-D=-4 BOT CHORD B-E=0 NOTES (4) t ,11) Wind: ASCE 7-98; 1lbfriph; h=15it; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ;end vertical left and right exposed;Lurrlber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint B and 24 lb uplift at joint C. 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 bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. 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: 53916435 Contractor/Job: 1562 A ROOF Date'Req:09/23/2003 Draw No:53916435J2 Job Truss Truss Type Oty Ply Centex-Oran do/1562-A/jsk/8-27-3 53916435 J7 JACtZ 18 1 Job Reference (optional) Universal Forest Products,hic., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:56 2003 Page 1 3x4 TL20= 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 YES BCDL 10.0 COdeFBC2001/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 Scale . 1:1 6- 10-8 71010 6- 10-8 0-1-8 CS] DEFL in loc) I/deft Ud PLATES GRIP TC 0.55 Vert(LL) n/a n/a 999 TL20 245/193 BC 0.21 Vert(TL) 0.20 A >80 180 WB 0.00 Horz(TL) 0.00 C n/a n/a Matrix) Weight: 23 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1EACTIONS ( lb/size) C=190/Mechanical, B=352/0-8-0, D=66/Mechanical Max Horz B=131(load case 4) Max UpliftC=-104(load case 4),,B=-82(load case 4) ORCES ( lb) - First Load Case Only fOP CHORD A-B=22, B-C=61 30T CHORD B-D=0 VOTES ( 4) 1) Wind: ASCE 7-98;'1;1Om0h; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category Ii; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;LLmber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint C and 82 lb uplift at joint B. 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 whereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. 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: 53916435 Contractor/ Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435J7 russ 16435 MONO Job Reference (opti INC 27215, Jeff Kerr 5.100 s May 30 2003 MITek Industries, 2x3 T12011 2-0-0 B 2-0-0 1-0-0 2-0-0 X 1-0-0 1-0-0 i vjsk/B-27-3 Wed Aug 27 07:22:56 2003 Page 1 Scale . 1:6. Plate Offsets X Y : A:0-0-12 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP . TCLL 20.0 Plates Increase 1.25 TC 0.05 Vert(LL) -0.00 A-C >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0:01 A-C >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight:9lb LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 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) A=454/0-8-0, C=489/Mechanical Max Horz A=27(load case 4) Max UpliftA=-93(load case 5), C=-108(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=16 BOT CHORD A-D dj;C-'R=O WEBS NOTES (5-6), 1) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint A and 108 lb uplift at joint C. 4) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 800.O1b down and 205.1lb up at 1-0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 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 bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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. 6) L26R: Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS26 or eq. Follow Simpson Instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-C=-20.0, A-B=-60.0 Concentrated Loads (lb) Vert: D= 800.0 Customer No: 11045 Customer Name: CENTEX HOMES 9 23 2 RLANDDDraw No:5 ShopoNo: 53216435 Contractor/Job: 1562 A ROOF q Job Truss Truss Type Oty Ply Centex-Orlando/l562-A/jsk/8-27-3 T 53916435 SDI HIP —' 1 1 Job Reference o lional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:57 2003 Page 1 0-p 5-8-13 9-0-0 16-4-9 23-7-7 31-0-0 34-3-3 , 40-0-0 4,1-0 0 1-0-0 5-8-13 3-3-3 7-4-9 7-2-13 7-,4-9 3-3-3 5-8-13 1-0-0 Scale . 1:70. 5x10 TL20 3x8 TL20= 2x3TL2011 5x10 Tt20-- 5.00 12 p E F G H 2x3 TL20 2x3 T120 i C s I 1 Wt W1 Wt 3 :'W B I K 3x7 TL20= P O N M L 3x7 TL20= ' 300 M1118H= 3x10 TL20= 3x10 M1118H= 9-1-12 16-4-9 23-7-7 30-10-4 40-0-0 9-1-12 7-2-13 7-2-13 7-2-13 9-1-12 Plate Offsets X Y : D:0-5-D 0-1-11 H:0-5-0 0-1-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) rO.34 N-O >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.91 N-O >521 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.22 J n/a We BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight:1921b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-1 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 n REACTIONS (lb/size) B=1653/0-8-0, J=1653/0-8-0 Max Horz B=76(load case 4) Max UpliftB=-212(load case 4), J=-212(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3332, C-D=-3135, D-E=-4008, E-F=-4008, F-G=-4008, G-H=-4008, H-1=-3135, I-J=-3332, J-K=22 BOT CHORD B-Q ,2'995"?P-Q=2880, O-P=2880, N-0=4008, M-N=2880, L-M=2880, J-L=2995 WEBS D-Q--2g',-L=264, E-0=-443, G-N=-443, C-Q--151, D-0=1269, E-N=-1, H-N=1268, I-L=-150 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) W ind: ASCE 7-98; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category it; Exp 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. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) All plates are 3x6 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint B and 212 lb uplift at joint J. 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 bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD1 Job Truss Truss Type Qly Ply Centex -Orlando/ I 562-A/jsk/6-27-3 53916435, SD2 HIP 1 1 Job Reference (optional) Universal Forest Producls,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:58 2003 Page 1 j-0-p 5-9-14 11-0-0 17-0-0 23-0-0 29-0-0 34-2-2 40-0-0 4,1 0 0 r- 1-0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale 1:70. 5x6 TL20= 5x8 TL20= 5x6 TL20= 5.00 12 E F O 2x3 TL2011 2x3 TL2011 C W W2 N It 3 WI W 4 H v I B J id0 _ 3x7 TL20= P O N M L K 3x7 TL20= 3x10 M1118H= 3x8 TL20= 300 MII18H= 5-9-14 17-0-0 23-0-0 34-2-2 40-0-0 i 5-9-14 11-2-2 6-0-0 11-2-2 5-9-14 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 REFL in (too) Well Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.26 M-N >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.83 Vert(TL) '1.03 K-M >459 180 TL20 245/193 BCLL 0.0 Rep Stress Incr. YES WB 0.31 Horz(TL) 0.20 1 n/a, n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 197lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-13 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 n REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=90(load case 4) Max UpliftB=-196(load case 2), 1=-196(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C= 3470, C-D=-3417, D-E=-3321, E-F=-3320, F-G=-3320, G-H=-3417, H-I=-3470, I-J=22 BOT CHORD B-P 1"03 0-P=2637, N-0=2637, M-N=3320, L-M=2637, K-L=2637, 1-K=3103 WEBS C-P=-,2b H-K=-207, D-N=863, E-N=-356, E-M==1, F-M=-356, G-M=862, G-K=625, D-P=625 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFPIS gable and 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 MII20 plates unless otherwise indicated. 5) All plates are 3x6 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint B and 196 lb uplift at joint I. 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 bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsoffilespecificbuildingandgoverningcodesandordinances. 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 V Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD2 Job Truss Truss Typ navoomosmra"' my Ply Centex-Orlandoll562-A/jsk/8-27-3 53916435 SD3 COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:59 2003 Page 1 0 0 0-p 7-8-11 13-0-0 27-0-0 32-3-5 , 40-0-0 4,1-010 1-0-0 7-8-11 5-3-5 14-0-0 5-3-5 7-8-11 1-0-0 Scale - 1 5x6 TL20= 5x6 Tt20= 300M1118H= 3x8TL20= 3x6TL20= 3x6 TL20= WO M1118H= 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.22 L 999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) 0.65 B-N 722 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.19 H n/a n/a BCDL 10.0 COdeFBC2001/TP12002 Matrix) Weight: 188lb 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, H=1653/0-8-0 Max Horz B=103(load case 4) Max UpliftB=-241(load case 4), H=-241(load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3283, C-D=-3027, F-G=-3027, G-H=-3283, H-1=22, D-E=-2895, E-F=-2895 BOT CHORD B-Ng9481-M-N=2495, L-M=2495, K-L=2495, J-K=2495, HJ=2948 WEBS C-N=-3 6` D-N=537, E-L=-443, D-L=506, F-J=537, G-J=-336, F-L=506 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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 M1120 plates unless otherwise indicated. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb, uplift at joint B and 241 lb uplift at joint H. 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 bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2.003 Draw No:53916435SD3 Job Truss Truss Type Oty Ply Centex- Oran do/1562-A/jsk/8-27-3 63916435 SD4 COMM Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:59 2003 Page 1 0 0-p 7-8-11 15-0-0 25-0-0 32-3-5 40-0-0 41 -90 1-0-0 7-8-11 7-3-5 10-0-0 7-3-5 7-8-11 1-0-0 Scale-1:70.', 3x7 TL20= 5x6 TL20= 5x6_ TL20= 5.00 F12 2x3 TL2011 c N M L K J 3x10 MI118H= 3x8 TL20= 3x6 TL20= 3x6 TL20= 3x 10' MI I18H= 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): C:0 4 0 0 3 0] [D'0 3 0 0 2 4] IF:0-3-0 0-2-4I [G:0-4-0 0-3-01 LOADING,(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 ' Plates Increase 1.25 TC 0.64 Vert(LL) 0.20 L 999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) 10.64 B-N 738 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.19 H n/a n/a BCDL 10.0 CodeFBC2001(TP12002 Matrix) Weight: 193lb UMBER OP CHORD 2 X 4 SYP N0.2 30T CHORD 2 X 4 SYP No.2 VEBS 2 X 4 SYP No.3 3EACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=1'17(load case 4) Max UplifLB=-239(load case 4), H=-239(load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-15 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C= 3299, C-D=-3028, F-G=`3028, G-H=-3299, H-1=22, D-E=-2482, E-F= 2482 30T CHORD B-N=2967; M-N=2314, L-M=2314, K-L=2314, J-K=2314, HJ=2967 WEBS C-N=-4041b-N=667, E-L=-240, D-L=270, F-J=667, G-J=-404, F-L=270 la0 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Ezp 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 M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint Band 239 lb uplift at joint H. 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 bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. 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: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD4 Job Truss Truss Typpee Oty Ply Centex-Orlando/1562-A/jsld8-27-3 53916435 SD5 COMMON 1 1 Job Reference (optional) Universal Forest Producls,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:00 2003 Page 1 0-p 7-8-11 13-9-0 17-0-0 , 23-0-0 26-3-0 ,' 32-3-5 40-0-0 4,1-0,0 1-0-0 7-8-11 6-0-5 3-3-0 6-0-0 3-3-0 6-0-5 7-8-11 1-0-0 Scale 1:70. 5.00 12 5x6 TL20= 5x6 TL20= 5x8 T1-20 5 E F 5x8 TL20-- D O 2x3 TL20\\ 2x3 TL20// 1 O W W2 W2 3 H 4 W A 8 o to 3x7 TL20= O N M L K 3x7 TL20= 3x10 M1118H= 500 TL20= 3x6 TL20= 3x6 TL20= 3x10 MII18H= 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 (psf) SPACING 2-0-0 CS] DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.20 M >999 240 M1118H 195/188 TCDL- 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.64 B-0 >735 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.19 1 n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 204lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-13 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 WEBS 1 Row of midpt D-M, G-M REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=131(load case 4) Max UpliftB=-210(load case 4), 1=-210(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3312, C-D=-3025, D-E=-2143, F-G=-2143, G-H=-3025, H-1=-3312, IJ=22, E-F=-2166 BOT CHORD B-O=?961; N-0=2415, M-N=2415, L-M=2415, K-L=2415, 1-K=2961 WEBS C-O=-8ft-0=595, G-K=595, H-K=-381, E-M=560, F-M=560, D-M=-631, G-M=-631 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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 M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint B and 210 lb uplift at joint I. 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 bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD5 Job Truss Truss Type Qty Ply Centex-Orlandoll 562-A/jsk/8-27-3 53916435 SD6 CQf NONog Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:01 2003 Page 1 0 p 7-8-11 13-9-0 19-0-0 21-0-0, 26-3-0 32-3-5 40-0-0 41-0 0 1- 0-0 7-8-11 6-0-5 5-3-0 2-0-0 5-3-0 6-0-5 7-8-11 1-0-0 Scale - 1 5x6 TI20= 5 00 Fl2 5x6 TL20= E F U N M L K 300 M1118H= 5xl2 TL20= 3x6 TL20= 3x6 TL20= 3x10 M1118H= 10- V 4 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:0-4-0,0-3-01 LOADING ( psf) SPACING 2-0-0 CSI DEFL in loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 70.20 M >999 240 MII18H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) '-0.65 B-O >732 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.19 1 n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 205lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 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 WEBS 1 Row at midpt D-M, G-M REACTIONS ( lb/size) B=1653/0-8-0, 1=165310-8-0 Max Horz B=144( load case 4) Max UpliftB=-226(load case 4), 1= 226(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B= 22, B-C=-3308, C-D=-3025, D-E=-2114, F-G=-2114, G-H=-3025, H-1= 3308, l- J=22, E-F=-1964 BOT CHORD B-O=? 956, N-0=2426, M-N=2426, L-M=2426, K-L=2426, I-K=2956 WEBS C-O=-386; D-0=582, G-K=582, H-K=-366, E-M=583, F-M=583, D-M=-723, G-M=-723 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98; 11Omph; h=151t; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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 M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tootle Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint B and 226 lb uplift at joint I. 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD6 Job Truss TuJ ssType Qty, Ply Centex-Orlando/1562-A/jsk/8-27-3 . r 53916435 T1 COMMON 8 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:01 2003 Page 1 11-0-p 7-8-11 13-9-0 20-0-0 26-3-0 32-3-5 40-0-0 VLO-0r 1-0-0 7-8-11 6-0-5 6-3-0 6-3-0 6-0-5 7-8-11 1-0-0 Scale - 1:69. 5x6 TL20= 5.00 12 E 5x8 TL20 5x8 TL20-- D F 2x3 TL20\\ 2x3 TL200 C W W2 W2 4 W A 9 H I I' 3x7 TL20= N M L K J 3x7 TL20= 3x10 M1118H= 3x8 TL20= 3x6 TL20= 3x6 TL20= 3x10 MII18H= 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 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 Ud PLATES GRIP TCLL 20:0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.20 L >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) `-0.65 B-N >727 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.19 H n/a n/a BCDL 10.0 COdeFBC2001/TP12002 Matrix) Weight: 195lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=151(load case 4) Max UpliftB=-233(load case 4), H=-233(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3307, C-D=-3025, D-E=-2111, E-F=-2111, F-G=-3025, G-H=-3307, H-1=22 BOT CHORD B-N=2955, M-N=2429, L-M=2429, K-L=2429, J-K=2429, H-J=2955 WEBS C-N-Ai6 D-N=579, D-L=-734, E-L=1170, F-L=-734, F-.J=579, G-J=-363 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11Omph; h=1Sit; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) All plates are M1120 plates unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 Ib uplift at joint B and 233 lb uplift at joint H. 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 nI Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T1 Job Truss Truss Type Oty Ply Centex -Orland o/1562-A/jsk/8-27-3 53916436 T1A Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:02 2003 Page 1 e 1 -0-p 7-8-11 13-9-0 , 20-0-0 26-3-0 32-3-5 40-0-0 4,1-0-P r 1-0-0 7-8-11 6-0-5 6-3-0 6-3-0 6-0-5 7-8-11 1-0-0 Scale - 1 5x6 TL20= 5.00 12 v iv m • - 3x10 M1118H= 3x8 TL20= 3x6 TL20= 3x6 TL20= 3x10 MII18H= 10-3-14 20-0-0 29-8-2 34-0-0 40-0-0 10-3-14 9-8-2 9-8-2 4-3-14 6-0-0 Plate Offsets (X Y): [13:0-0-2 0-0-2] [D;0-4-0 0-3-0] F:0-4-0 0-3-0] [H:0-0-2 0-0-2] LOADING (psf) TCLL 20.0 TCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 CSI TC 0.64 BC 0.92 DEFL Vert(LL) Vert(TL) in (loc) 0.24 K-M 0.79 K-M I/deft 999 507, L/d 240 180 PLATES GRIP M1118H 195/188 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.18 H n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 195lb 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=1617/0-8-0, H=1449/0.8-0, J=241/0-8-0 Max Horz B=151(load case 4) Max Up] iftB=-237(load case 4), H= 246(load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. WEBS 1 Row at midpt D-M, F-M FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3213, C-D=-2931, D-E=-2025, E-F=-2025, F-G=-2697, G-H=-2969, H-1=22 BOT CHORD B-O=F870; N-0=2345, M-N=2345, L-M=2245, K-L=2245, J-K=2635, HJ=2635 WEBS C-O=-'369'D-O=572, D-M=-730, E-M=1107, F-M=-595, F-K=350, G-K= 330 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.opsf; BCDL=6.opsf; Category II; Exp 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) All plates are M1120 plates unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint B and 246 Ito uplift at joint H. 6) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide 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: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T1A Job Truss uss Type Qly Ply Centex-Orlando/1562-A/jsk/8-27-3 F3916435 TiG DUAL RIDGE 1 1 Job Reference (optional) Universal Forest Producls,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:03 2003 Page i 1-0-p 6-1-3 11-6-10 17-0-0 20-0-0 , 22-5-6 27-10-13 40-0-0 4W 1-0-0 6-1-3 5-5-6 5-5-6 3-0-0 2-5-6 5-5-6 12-1-3 1-0-0 Scale -1 5x6 TL20= 5.00 12 O axe TI 9f1 3x6TL20= 3Xa TL20= 3x8TL20= 3x6 TL20= 3x10 M11181-1= 3x6 TI20= 8-9-14 17-0-0 25-2-2 40-0-0 8-9-14 8-2-2 8-2-2 14-9-14 Plate Offsets (X Y)• (D•0-4-0 0-3-01 LOADING (psf) TCLL 20.0 TCDL 10.0 SPACING Plates Increase Lumber Increase 2-0-0 1.25 1.25 CSI TC 0.34 BC 0.64 DEFL Vert(LL) Vert(TL) in 0.15 0.43 loc) X-Y X-Y Udell 999 950 Ud 240 180 PLATES GRIP M1118H 195/188 TL20 245/193 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES CodeFBC2001/TP12002 WB 0.88 Matrix) Horz(TL) 0.14 R n/a n/a Weight: 243lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 'Except' W 1 2 X 4 SYP No.2, W6 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-AI, V-AI JOINTS 1 Brace at Jt(s): AI 3EACTIONS (lb/size) B=1444/0-8-0, V=1469/6-8-0, U= 94/6-8-0, T=213/6-8-0, R=282/6-8-0 Max Horz B=151(load case 4) Max UpliftB= 220(load case 4), V=-190(load case 5), U=-107(load case 6), T= 27(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=?2,' BC=-2845, C-D=-2600, D-E=-1858, E-F=-400, F-G=-377, G-H=-375, H-I=-372, I-J=-389, J-K=-415, K-L=-340, 1-4=-377, M-N=-392, N-O=-438, O-P=-35, P-Q=-407, Q-R=-399, R-S=21 BOT CHORD B-AA=2555,.Z-AA=2138, Y-Z=2138, X-Y=1990, W-X=2475, V-W=2475, U-V=346, T-U=346, R-T=346 WEBS E-AE=-1432, AC-AE=-1431, AC: AD=-1401, AD-AF=-1446, AF-AH= 2003, AB-AH=-2032, AB-AI=-2032, AG-AI=-2057, AG-AJ=-2285, AJ-AK=-2316, V-AK=-2321, G-AC=79, H-AD=-117, F-AE=1, C-AA=-284, D-AA=421, D-Y=-646, E-Y=891, Y-AF=-452, X-AF=458, X-AG- 354, I-AH=-75, J-AI=-65, K-AG=-218, M-AJ=-82, N-AK=-12, O-V=-327, P-U=7, Q-T=-143 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11 Omph;. h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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. 3) All plates are M1120 plates unless otherwise indicated. 4) All plates are 2x3 TL20 unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint B, 190 lb uplift at joint V, 107 lb uplift at joint U and 27 Ito uplift at joint T. 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 bracingwhereindicatedandwithin ;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 andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 A4 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T1 G Job Truss Truss Type City Ply Centex- Oran do/1562-A/jsk/8-27-3 y r 53916435 T2 COMNQN 1 1 Job Reference (optional) Universal Forest Producls;lnc., Burlington, NC 27215, Jeff Kerr .100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:04 2003 Page 1 1-0-0 6-11-4 10-0-0 13-0-12 20-0-0 21-0-0 1-0-0 6-11-4 3-0-12 3-0-12 6-11-4 1-0-0 Scale - 1:35. 5x4 TL20= D 2x3 TL202x3 TL20-/ 5. 00 12 E IT 2 F 9 D 3x5 TL20= H 3x5 TL20= 5x8 TL20= 10- 0-0 20-0-0 10- 0-0 10-0-0 Plate Offsets X Y : H:0-4-0 0-3-0 LOADING ( psf) SPACING 2-0-0 1. 25 CSI TC 0.38 DEFL in (loc) Well Ud Vert( LL) 0.06 B-H >999 240 PLATES GRIP TL20 245/193 TCLL 20.0 TCDL 10.0 Plates Increase Lumber Increase 1.25 BC 0.50 Vert(TL) LO.33 B-H >695 180 BCLL 0.0 Rep Stresslncr YES WB 0.23 Horz(TL) 0.04 F n/a n/a Weight: 83lb BCDL 1010 CodeFBC2001/TP12002 Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 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) S=853/0-8-0, F=853/0-8-0 Max Horz B=-83(load.case 5) Max UpliftB=-143(load case 4), F=-143(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1373, C-D=-1066, D-E=-1066, E=F= 1373, F-G=22 BOT CHORD B-H=d 192, F: H=1192 WEBS C-H=-380 D-H=721, E-H=-360 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=151t; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. truss to bearing capable of withstanding 143 lb uplift at joint B and 143 Ib uplift at joint F. 4) Provide mechanical connection (by others) of plate 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 indicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and wherepermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and designernoresponsibilityforthecorrectnessoraccuracyofthedesignrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss accepts 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: 53916435 Contractor/ Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T2 Job Truss Truss Type Oty Ply Centex-Orlando/1562-A/jsk/8-27-3 r 53916435 T2A HIJJSS+sµ1 1 Job Reference o tional Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:04 2003 Page 1 1-0-0 6-11-4 9-0-0 11-0-0 13-0-12 20-0-0 21-0-0 i. 1-0-0 6-11-4 2-0-12 2.0-0 2-0-12 6-11-4 1-0-0 Scale -1:35. 5x4 TL20= 5x4 TL20= 3x5 TL20= 3x6 TL20= 3x4TL20= 3x4TL20= 6-11-4 9-1-12 10-10-4 13-0-12 20-0-0 6-11-4 2-2-8 1-8-8 2-2-8 6-1 1-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell Ud PLATES GRIP TL20 245/193 TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.07 B-K 999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.47 Vert(iL) 0.32 B-K 735 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.04 G n/a n/a BCDL 10.0 COdeFBC2001/TP12002 Matrix) Weight: 86lb 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) G=853/0-8-0, B=853/0-8-0 Max Horz 6=76(load case 4) Max UpliftG=-136(load case 5), B=-136(load case 4) BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. to FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1377, C-D=-1128, D-E=-995, E-F=-1128, F-G=-1377, G-H=22 BOT CHORD B-K=1195, J-K=995, IJ=995, G-1=1195 WEBS D-K=392, E-1=392, C-K=-345, F-I=-345 NOTES (6) Y4 1) Unbalanced root live loads.have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint G and 136 lb uplift at joint B. 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 bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. 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 17 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T2A Job Truss Truss Type Qty Ply Centex- Orlando/1562-A/jsk/8-27-3 53916435' T26 COMMON 1 Job Reference o tional Universal Forest Products,lnc., Burlinyton, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:05 2003 Page 1 1- 0 0 6-11-4 10-0-0 1 13-0-12 cu-u-e 1- 0-0 6-11-4 3-0 12 Scale a 1:34. 3- 0-12 6-11-4 5x4 TL20= U5 TL20= 5x8 TL20= 10 0-0 20-0-0 10- 0-0 10- 0-0 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 YES BCDL 10.0 CodeFBC2001/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 CSI DEFL in TC 0.43 Vert(LL) 0.09 BC 0.65 Vert(TL) '0.39 WB 0.24 Horz(TL) 0.04 Matrix) BRACING TOPCHORD BOT CHORD REACTIONS ( lb/size) 6=864/0=8-0, F=778/Mechanical Max Horz B=89(load case 4) Max UpliftB=-144(load case 4), F=-88(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1400, C-D=-1093, D-E=-1096, E-F=-1406 BOT CHORD B-G=1217; F-G=1244 WEBS C-G=--'b-G=753, E-G=-397 0= loc) I/dell Ud PLATES GRIP F- G 999 240 TL20 245/193 F- G 598 180 F n/a n/a Weight: 82 lb Structural wood sheathing directly applied or 4-9-5 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES ( 5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11omph; h=15ft; TCDL=6.opsf; BCDL=6.opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint B and 88 lb uplift at joint F. 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 whereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. 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. 6) L26R: Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard v" r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/ Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T2B Job Truss Truss Type ;-0' na, Qly Ply Centex-Orla 53916435 T3G DUAL RIDGE 1 1 Job Reference(optionat Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:05 2003 Page 1 1-01 10 0 0 17 0 0 24-2-5 28-6-11 34-0-0 05-0-0 1-0-0 10-0 0 7-0-0 7-2-5 4-4-6 5-5-5 1-0-0 Scale -1:58. 3x8 TL20= 3x6TL2o Studs @ 2C O.C. Vdx6 TL20- o I J F 3x6 TI 20 % E 3x6 TL20-- D K 5x8 TLM0 w _ 2-0-0 5x8 TLM 5.00 1 y L C 10 tU 11 T 5 W W S 3x5 TL20 M 8 N CIA d R Q P AK 2x5 TL20 11 O 2x5 TL20 11 5x7 TL20= 5x7 TL20= . 2x5 TL20 I 2x5 TL20 I I 5x8TL20= 5x8TL20= 5x8TL20= ,5x6TL20= Seat Plate Seat Plate 20-0-0 26-5-12 34-0-0 20 0 0 6-5 12 7-6-4 Plate Offsets X Y : B:0-3-8 0-2-11 C:0-4-0 0-3-0 H:0-4-0 Ed e L:0-4-0 0-3-0 M:0-3-8 0-2-11 LOADING (psf) SPACING 2-0-0 CSI TC 0.99 DEFL in (loc) I/dell Ud Vert(LL) -0.21 O-P, >999 240 PLATES GRIP TL20 245/193 TCLL 20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 BC 0.59 Vert(TL) '-0.52 O-P >771 180 BCLL 0.0 Rep Stress lncr NO WB 0.86 Horz(TL) 0.10 M n/a n/a Weight:2521b BCDL 10.0 CodeFBC2001lTP12002 Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. T2 2 X 4 SYP No.1, T2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 SYP No.2 WEBS t Row at midpt D-S JOINTS 1 Brace at Jt(s): SWEBS2X4SYPNo.3 'Except' W 1 2 X.4 SYP No.2 n OTHERS 2 X 4 SYP No,3 REACTIONS (lb/size). B=1606/0-8-0, M=1691/0-8-0 Max Horz B=132(load case 4) Max UpliftB=-225(load case 4), M=-277(load case 5) FORCES (lb) - First oad'Case Only TOP CHORD A-B 26, B-C=-3307, C-D=-3008, D-E=-2676, E-F=-2655, F-G=-2501, G-H=823, H-1=768, I-J=-2395, J-K=-2690, K-L=-3369, L-M=-3556, M-N=26 BOT CHORD B-R=2978, Q-R=1715, P-Q=1715, P-AK=2898, 0-AK=2898, M-0=3201T-U=513, S-T=753, P-S=869, I-S=246, G-T=625, D-R=-138, C-R=-270, R-U=1119, F-V=292, E-W=-68, J-P=484, K-P=-655WEBSD-W=-337, V-W=-363, U-V=-251, K-0=356, L-0=-183, G-I=-3265 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left2) Wind: ASCE 7-98; 11Omph; and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) All are 2x3 TL20 unless otherwise indicated. plates5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint B and 277 lb uplift at joint M. 470.01b down and 120.51b up at 20-0-0 on bottom chord. The8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) design/selection of such special connection device(s) is the responsibility of others. Plates be of size and type shown and centered at joints9) Truss shall be fabricated per ANSIfTP1 1-95 quality requirements. shall noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduceunlessotherwisebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. conditions and requirements of the specificBuildingDesignershallverifyalldesigninformationonthissheetforconformancewithresponsibilityforthecorrectnessoraccuracyofthebuildingandgoverningcodesandordinances. The truss designer accepts nodesigninformationasitmayrelatetoaspecificbuilding. 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, H-N=-60.0, B-M=-20.0 Concentrated Loads (lb) Vert: AK=-470.0 ndo/1562-Aljskl8-27-3 G ustomer No: 11045 Customer Name: CENTEX. HOMES ORLANDv Shop No: 539 164J0 r..nntrartnr/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T3G o v 0 0 CUSTOMER NAME: z M M CENTEX HOMES- ORLANDO DlV NOTES- THIS DRAWING IS; THE PROPERm of UNIVERSAL FOREST PRODUCTS z 8 UNIVERSAL/ SHOFFENER L.L.C. AND IS NOT TO BE m USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST / L.L.C. SHOFFNFR, LLC. PROJECTi, j; A: m c q/ R T R/, 92V ELEVATIONlON LJ I JC. C ROOF'_ OOF USEOSHOFFNERTHISDRAWINGMUSTBE. USED -1N CONJUNCTION - - A NG MUST. WITH ALL OTHER TECHNICAL DRAWINGS SUPPLIED 6Y SHOFFENER INDUSTRIES, INC. AND BRACING DWOODTRUSSES: COMMENTARY AND RECOMMENDA- T1ONS- AS PUBLISHED BY THE TRUSS PLATE STANDARDS DATE: 4-16-03 BUILDERS. QUALITY PRODUCTS FORQUALITYINSTITUTE SCALE: N.T.S.- pO QOpOp FORINDUSTRYiNERECTINGTRUSSES. ( TPI) IS LOCATED AT 583, O'ONOFRIO DR. REVISION: DATE: BY: 5631 S. NC 62 PHONE (800) 476-9356 SUITE200MADISON, WI 53719 608) 833-5900 REVISION: DATE: BY:- BURLINGTON, NC 27215 FAX (336) 226-9403 i Q J Z Q fx U 3 Q (Y 7;7Q CU J Cl X It PI cv >- 4- as cv N 14' 6' 7' r. 5 4' cei ing A ahu rance of 4 Inches around the air handler per the State Energy code. Att duct has an r=6 insulation value. 0 W 7- X o., W I--,. Z CO oOJ LLJ P Rating CL J (n n n O ONEByWOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK By OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) W I DOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CAULK BETWEEN B.W. I`1/4' MIN. WOOD BUCK & (BUCK WIDTH) EMBEDMENT MAS- Y. OPENING INSTALLATION ANCHOR BY OTHERS 3/16' DIA TAPCON D ONE BY WOOD BUCK BY OTHERS . STUC 1- 1/a' MIN. BY THERS EMBEDMENT SHIM AS REQ'D. RIGID VINYL 1/ 4" MAX. a pow.- — J _ GLAZING BEAD - (SEE N TES). INSTALLATION ANCHOR <TYPJ 3/ 16- DIA. TAPCON - SHIM AS REQ'D. — I/ 4' MAX. GLASS SEE NOTES) (TYP.)(SEE NOTES) FLANGE TYPE FLANGE TYPE WINDOW FRAME WINDOW FRAME.. JAMB CAULK BETWEEN . HEADER WINDOW FLANGE o WOCTD BUCK PERIMETER . CAULK GLASS BY OTHERS TYP.).( SEE NOTES) W W' WINDOW WIDTH) B. H. BUCK CAULK BETWs_EN HEIGHT) WOOD BUCK 's . MAS' Y.. OPENING BY OTHERS SECTION B-B FLANGE TYPE CONCRETE OR WINDOW. FRAME MASONRY OPENING SILL BY OTHERS CONCRETE OR MASONRY OPENING BY . OTHERS t1: 4 y Ummwl W.W. PRECAST SILL Q av n BY OTHERS Q / ' A B C NOTES: SECTION A -A [•- 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR_ MAX. ALLOWABLE SHIM STACK TO BE 1/4". D E y N 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH_ TO ACHIEVE <17 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 B K B VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND w.H. t GEXTERIOROFWINDOWFLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY .LISTED WITH NEXT LARGER SIZE. FOR THE R T ES G PR 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 SIZESIZE12 18 1/8 x 25 B 8 F,G F. G F. G F, G 13 18 1/8 X 37 3/8 8 B F, G F,G 14 18 1/8 X 49 5/8 8 B F. G. F.G 1. 45 18 1/8 x 55 1/4 8 B F. G F.G 15 18 1/8 x 62 B 8 B B F,G F,G,H,1 16 18 1/8 A 71 - B 8 F.G F,G.J,K 17 18 1/8 x 83 8 8 F,G F ' G 25 1/2 x 25 B B F. 1H3 25 1/2 x 37 3/8 B F,G F,G. H,1 1 H4 25 1/2 x 49 5/8 B 8 F,G F,G,H.I 1H45 25 1/2 X 55 1/4 8 B F.G F•G,H•1 iH5 25 1/2 x 62 B 8 F.G F,G,H,I IH6 25 1/2 X 71 B B F,G,J,K F,G.J.K IH7 25 1/2 X 83 B 30 1/2 x 26 29 1/2 X 25 13 8 B B F,G F.G G30 1/2 x 38 3/8 29 1/2 X 37 3/8 B F.G F. 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B B F G F.G,H,1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B B F.G F.G,H. I 30 1/2 x 63 29 1/2 X 62 B 8 B G F. F,G,H. 30 1/2 x 72 29 1/2 X 71 B F,G. F,G,J,KH.130 1 2 x 84 29 1/2 X 83 B 2236X25B 8 F.G F.G 23 36 x 37 3/8 B B F,G F:G,H,I. 24 36 x a9 5/8 B B F,G F,G,H,I 245 25 36 x 55 1/4 36 x 62 B B F•G•H•1 F'G•H•1 26 36 X 71 B B F.G.H;I D.E.F,G,H,I 27 36 X 83 B B F,G,J,K . F.G.H,I.J,K 42 x 26 41 X 25 8 B 8 B F,G F,G,H I 42 x 38 3/8 41 X 37 3/8 B B F,G F,G,H,I 42 x 50 5/8 41 x 49 5/8 B B F,G,H.1 F,G,H,I a2 : 56 1/4 at x 55 1/4 8 B F:G.H.1 O,E.F.G,H.I 42 x 63 2 41x62B B F,G.H.I D,E,F,G,H.1 42 x 72 41 X 41 X 83 B B F.G•J.K F,G.H,I,J,K 42 x 84 48 x 26 47 X 25 B A,C F,G F, G F•G.H,) 48 x 38 3/8 47 x 37 3/8 8 B A, C A, C F,G F,G,H,1 48 x 50 5/8 47 X 49 5/8 B A,C F.G,H,I F.G.H,1 48 x 56 1/4 47 X 55 1/4 B A,C F,G,H,1 D,E.F,G.H.1 a8 x 63 x 47 71 X71B A.0 F.G,H.1 D,E,F,G,H,I 48 x 72 47 X 83 F JK DEFGHIJK 48 x 84 52 1/8 X 25 B A•C F.G F, G F. F. G.H:1 3233 52 t/8 x 37 3/8 B B A, C A. 0 F,G,H.1 F.G.H.I. 34 52 1/8 X 49 5/8 52 1 /8 X 55 1 /4 B A,C F,G•H,1 O.E.F.G.H.I 3 5 3552 1 /B x 62 8 A,C F,G,H,1 F. G,H,1 D. E.F.G.H.1 D. E.F,G.H,i 36 52 1/8 x 71 52 1 /8 x 83 B 8 AC A, C F,G.J.K D.E.F,G,J,K,J,K. 37 1 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. APPROP 1A E 0 I N ESSURE REO U.. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM / Q E1300GLASSCHARTS. _ 8). LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H I / Q; WHERE TAPCON- ANCHORS ARE TO BE INSTALLED WHEN USING THE '( INTERNATIONAL. INC EXTERIORELEVATIONASAKEY_ FLORIDA EXTRUDERS 9) ALL FACTORY APPLIED HOLES. NOT DESIGNATED FOR TAPCON SANFORD, FLORIDA I ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH_ TO PROVIDE MIN. 5/8 AN_ EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1.0_. .00 SERIES SINGLE HUNG IS SHOWN_ TITLE: INSTALLATION DETAIL PRINT. ALSO:.APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SW6lE HUNGS: ELEVATION SGL. HUNG FLANGE N I ND01 JS - SERIES 1000 1500 &:. 2000 11) WHERE WINDOW 1S INSTALLED IN MASONRY OPENING WITH A DRAWN BY: BB APPROVED BY: STRUCTUAL TWO BY WOOD BUCK. USE #10 SCREWS OF ,f 3 SUFFICIENT LENGTH. TQ . ACHIEVE 1-3/8" MIN. EMBEDMENT AT VIEWED FROM EXTERIOR , s ' I --lj` # DATE:10 / 0 9 / 01 SCALE: N T S DWG_:.F L E X OO 16 ALL INSTALLATION" FASTENER LOCATIONS. HEATHROW, FLORtDA 32746— PHONE_407 BOS-0365 FAX 407 805-036b PRFPARFDBY_ PRODUCT' do APPLICAT101•( ENGINEERING. INC.; 250 INTERNATIONAL PKY., SUITE 250_ : S.H. JAim 3 : t Y= i J. 1 k 2 X i/e i000 L.r.`. X _/ G J_L` SEALANT BET'.: —DENAPP' N:C st s EC S.: i=.:4 5 t;—tom (L i . C //ib X 1/8 _ X X 3/s ic90 S.H: r— y— ) JAMH { r':/ JAMB : TYP:1 i SEA! ANT BE 1 WEFIN WMO1 \ FLANGES 1 MU 1ION c SELF i: rP=NG SMS CliV! VC 1J A—n r TUBE ML;LF InN. JAM. ; TYP,) r 4SMS I% n0. S.H. -- JAMB (- YP,) 2 Y i/r SELF TAPPING SMS r8 - X 1/P SEL..F TSM ` iti iST X 2 X3isz r fir B' = e A_ D, Al' T1,JR7 viLfi 1 MIN) BY 171- rHFRS ft8 x. i, s as `yL tic t, ` ST,-^! A..— HON =i•'-ir-j,"<...3/,6 ETA. T A X '2 =X;`RNAL iWUL -0i! i?Q 1-1/2 SEE._ t l SEA! ANT, BETWEEN TAPP NIG S is i1iNBU:r FLANGES 3 MULL " ON TAPPING SMS J C C Tj J N 8 X 1/2 SE; T APP11ING SMS SEALANT BETWEEN 4 SEALANT BET` w:EN S WINDOW FLANGES WIN7E]w F! a?.i ;r S i 3 MULLION X -1/. 2 SELF. — #8 X ;-ill SEL : PPING sus TAPPI NG SMS o \'r{-. it i.'•d L—f?.i«i I --ti ONCR 1 P_.. 1,_"t i t±Ji itS J HEAD 3t Sli Hr tE 7t. j ' I. ^ T r1 7%; j Fr ! ATIQ"' ANCHOR t SCREW ANCHOR :TY, i i i i SLL CHIP BETWEEN IIN. r°- i FLANGES i/a tilti, S. H. U'LLION ii .N .. cam C TLL OT Pi A t C= _R ADDITI`NAL ANCHORS. lajyrP4t Rr QLl REDI f i 1 t I ( n..aDT. 1r. _ .:: 1 M;Ji i i - ! 1 ELEVA {Gti { FLORIDA EXTRUDERS INTERNATIONAL, IDA SANFORD, FLORIDA1Z ; AIL C F ~ 5; £. 92 TITLE: SER i 0C:C/ i 5vC L ;tii,L SHAY T OF 10N S F C'! Lis s Sc_r t 4 H E R c I LSE C SHEET 2 0 F ?) r OR PCs ,, PR . ss R C `PAC T T i S I DRAWN BY: psi s APPROVED BY: ITIAmr, ! t ! n c(''AIT,'• MT;- - T1TtP[,• 41 ESIGN PRESSURE CAPACITIES u CAPACITY SERIES 1000 1 CAPACITY CAPACITY 1500 FLANGE ERTICALAPAD1 CAPACITY ' C APACITY CAPAC6X37AtCIII CAPACITY: 1 X4X1 / 8 CAPACITY 1 X4X3/ 8 1 X4X3/8 2X4X3/8 WINDOW i CAPACITY WINDOW 1X2X1/ 8 ITY 1X2X1/ 8 I 1X2X3/ 8 MULL 1X2X3/ 8 TUBE MULLI 1x2 7/ 16x1/a_1x2 TUBE MULL 7/16XI/ s,1x2 7/t / atx2 TUBE MULL TUBE MULL 6x3 s` TUBE MULL 1 X4X1C/ 8 TUBE MULL TUBE MULL 1 6 ANCHORS.! i TUBE MULL 4 ANCHORSTUBEMULL 6 ANCHORS TUBE MULL i 6 ANCHORS CALL SIZE TIP - TO - TIP ;TUBE MULL :TUBE MULL TUBE ANCHORS SIZE 2ANCHORS14ANCHORS ! 2 ANCHORS 4 ANCHORS I Z ANCHORS I A- A(3) 4 ANCHORS ; 2 ANCHORS SECT. A- A(3) SECT. A -A 4; 4 ANCHORS SECT A- A(4 4 ANCHORS j SECT A-A(5) SECT. A-A(5)1 SECT. A -A 6 SECT. A -A 6) SECT. A -A 7 i SECT. A -A 1 1 SECT. A SECT. A-AR2 SECT. A-A(2} SECT. r 1732.42 791.81 11187.72 791.81 1 1 187.72 1 1187.72 E 1219 1/8 X 2 6 336.52 732.42 1336.52 692.83 336.52 732.42 336.52 456.46_ 740.20 493.47 740.20 1740.20 13 19 1 8 X 38 3/6-209.72 317.66 209.72 429.55 209.72 i 456. 46 !- 193.92 209_72- 152.75 T493.47 271.$3 359.41 539.12 359.41 I 539. 12 1539.12 14 19 1 8 X 50 5 8 131.23 i 1 131. 23_ r---- 152. 75 I 127. 29 177.46 127.29 15.2. 75 135.$1 139.09 135.81 194.97 319.55. 460.17 R 319.55 479.33 479.33 145 119 1 /8 X 56 1 /4 94.13 94_13 89.21 89.21 97.48 97.48 1 19.85 136.64 1282.02 _ 423.03_ 282.02 423_03 423.03 _ 15 _ 19 1 S X 6 3 6 5.9 7 19 65. 97 r---- -- 64. 27 64.27 90.09 90.0990.09. 212.62212.62 296.98 296.98 365.75 16 1 8 X 72 ; 43.49 43.49 1 58.81 58.81 136.45 39.83 i -_ 39. 83 55.84 131.79 55.84___ 131.79 i 184.08 1 184.08 1294.03 17 19 1/8 X 84 26.96 i- =- 26. 96 i- -- -- -- 36. 45 262.87 j- 541. 20 262.87 572.13 1262.87_ 572.13 1 618.52 1927.78 61.8.52 1927.78 927.78 1 26 1 2 X 26 262.87 1572.13 343.74 157.93 343`74 371.61 i 557.41 371.61 557.41 t 557.41 1 H3 6 1 2 X 38 3 & 157.93 239.21 157.93 323.48 157.93 1 13.20 1201.45 266.35 1 399.53 1266.35 399.53 399.53 1 H4 1 6 1 /2 X 50 5/8 97.25 197.25 113.20 131.51 1 13.20 100.17 143.71 - i 102. 59 1 1 1 Q0.17 1 143.81 235.70 3 9.42 1235.70 1353.55 353.55 1 H45 26 1 /2 X 56 1 /4 69.43 69.43 __ 93.8 9 93.89 65.51 71.58 71.58 88.01 1 Q0.34 207.10 f 236.83 207.10 1310.65 _ 310.65 1 H5 1 26 1 /2 X 63 : 48.44 148.44 -- i 65.51 42. 99 42.99 46.98 f-----t---- 46.98 65.86 1 165.86 1 155. 44 155.44 _ 217.1 l 1217.1 1 1267.38 1 H6 26 1 / Z X 72 31.79 T19.62 31.79 26.53 1_ 426. 53 128. 99 128.99 140.64 140.64 95.93 95.93 133.99 ___ 133.99 1214.02 t 1 H7 i 26 1 /2 X 84 i 1 19.62 t --- 216.75 471.75 216.75 1471.75,_ 216.75 1471.75 1 510 1765 510 765 1765 22 1 X 6 ! 216.75 37 2 j 471.75 2 22 250.32. 122.22 266.00 1 122.22 266.00 1287.57 1431.36 1287.57 431.36 431.36 23 37 X 38 3/8 122.22 21 185.12-- 99.17185.36 08.3-7 185.36 151.91 __ 200.86 J 301.29 200.86 301.29 13+ 01.29 24 137 X 50 5/873.3-4 173.34 - E 85.36 70.28 r _ 170. 28 174. 98 176.79 174.93 107 65 117fi.43 1 254.07 1176_43 -- h264.64 --I 264.64_ 245 37 X 56 1 /4 51.97 51.97 0 48.70 48. 70 1 53.21 i 1 53.21 65. 43 i 74.59 153.96 1 76.06 153.96 230.94 230.94. _ 25 1 37 X 63 36.01 23.47 Z3.47 31.74 31.74 134.69 134.69 48.62 48.62 1 14.76 1 14.76 131.61 1 160.30 _4 r 197.41 2637 X 72 1 1 f 19.46 19. 46 1 21.26 121 2ra- 4 .81 29.81 i 70.36 70.36 98.27 198.27 1156.97 27 i 37 X 84 , 14.39 14.39- Y 1 191 1394. 49191.61 41 Z.04 91.61a " 4t17.0.4 , 450.85 676.28 j 450.85 i 676.28 1676.28 32 53 1 /8 X 2.6 191.61 417.04 61 I 214.14• r, 38 •.• 231.50 1 347.25 1231. 50 1347.25 347.25 33 3 1 /8 X 38 3/8 98.38 149.02 1 14-- j 98.38 65.45 201.51 76.04 98.38 65.45 83.09 1 4 65-45 4. 14 94 00 1 1 6.h7 ^:1_. _ • E 231.01 i 154.00 231.01 - 231.01 34 r 3 1/ 8 X 50 5/8 56.23 56.23 153.17 53.17 1 56.73 r - 58.10 56. 73 ' 1 4 r81.44E 133.48 1192.22 133.48 200.23 1200.23 345 3 1/8 X 56 1 /4= 39.32 i 39.32 I 39. 78 39. 78 148.91 55.71 5 1131.60 1115.08 1172.63 172.63 35 53 1 /8 X 63 - 26.92 1 26.92 1 36T40 123.45 36.40 23.45 1 25. 62 1 25.62 35.92 35.92 r 84.77 184.77 97.21 1 1 18.41 145.82 36 T- 8 X 72 1 53 1 / ; 17.34 17.34 1 14.21 15. 53 15.53 21.77 121.77 i i 51.3951.39 71.78 71.78 1 120.81 37 1 53 1/ 8 X 84 1 10.51 10.51 14.21 1 SERIES 1-000 & 1500 FLANGE VERTICAL F'LORIDA EXTRUDERS INTERNATIONAL, sANFORD, INC FLORIDA MULLION DESIGN PRESSURE CAPACITIES TITLE: ljjr 1 t ; \ PRESS; r+ r . r r s H. 1 t r t n-I l e- C C i_t ivu. L. SHEET 2 OF 2 ART r.. 1 4 i L. FR. 10t 0J 1500 NOTE:; A) .NUMBER OF ANCHORS NOTED FOR TAPCON DRAWN BY:. APPROVE BY FASTENERS REQUIRED .AT EACH END. B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X rrc ". -' DATE:Ji _ !0.r SCALE: `D11 L F 2 INSTALLATION ANCHOR DOOR WIDTH i4' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'Q'D TWO BY, WOOD 8 SCREW SHEATHING (SEE NOTES) — tt8 SCREW 1-1/8 MIN. BY OTHERS- - TWO BY, WOOD BY OTHERS EMBEDMENT CAULK BETWEEN BY OTHERS ' DOOR FLANGE TWO BY WOOD SLIDING GLASS SHEATHING BY OTHERS DOOR FRAME JAMB - ,. CAULK BETWEEN HOOK STRIP & SHEATHING SLIDING GLASS DOOR HOOK STRIP j SHIM AS REO'D. 1/4' MAX. (SEE NOTES? SHIM SPACE INSTALLATION ANCHOR f 1-1/8' MIN.' # 8 SCREW EMBEDMENT EMBEDMENT — STUCCO TEMPERED GLASS CAULK BETWEEN OR SIDING CTYP.) BY OTHERS DIIDR FLANGE SLIDING GLASS & SHEATHING DOOR FRAME... PERIMETERHEAD SHEATHING CAULK ,BY BY OTHERS OTHERS n SHEATHING PERIMETER r CAULK BY BY OTHERS TEMPERED GLASS TEMPERED OTHERS STUCCO (TYP.) STUCCO OR SIDING GLASS (TYP.) OR SIDING BY OTHERS OTHERSBY _ SLIDING GLASS DOOR hr, v rrr' „ 1r,i.P i f 1 it . ° INTERLOCKsXs.r.I DOOR 1,. "q T:. *:< 7 't' HEIGHT ti r..:. r.' SECTION B-B HOOK STRIP DETAIL A NOT E 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) N8 INSTALLATION SCREWS MUST BE OF SUFFICIENT. LENGTH" TO ACHIEVE MIN. EMBEDMENT OF I-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST' BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INT MASONRY OR CONCRETE. 3) 'INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) uSE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD 3 .IAMBS. 51 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 SLIDING GLASS LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ,'D. DOOR FRAME / / 7) FOR POCKET DOOR- SIZES USE CLOSEST :BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING. SILL B B 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 REWD. AT EA. SET OF.INSTALLA71ON.ANCHORS. MAX_ ALLOWABLE SHIM STACK TO BE. I/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS: A - 13) WHERE 'X' REPRESENTS MOVING PANEL AND 'O' REPRESENTS FIXED PANEL APPROVED t' 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 EXTERIOR E- EVATION SECTIONS 'A -A', 'B-B' 6 HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVEDEMBEDMENTDCONFIGURATIONS. a Q 1-1/4' MIN. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN:.THIS PRINT ALSO APPLIES TO2PANELDOORSHOWN2000SERIESAND500SERIES. c n D 1 _ SREVDESCRIPTIONDATEINIEXTRUDER LIBERALLY' APPLY CAULKING UNDER SILL , FL 11 PID A INT. INC. SANFDRD. FL. Ll OR SET SILL IN BED "INSTALLATION ANCHOR OF CONCRETE 3/16': DIA. TAPCON TITLE: SLIDING GLASS DOOR SECTION A -A,- INSTALLATION WITH. #8 SCREWS N BY:BB APPROVED BY: I l 002 ATE-, 12/17/01 SCALE: NTS DWG #fLEX0027 SHT I QF Tr.T7n. rmrrmCCRir... INC.. 250 INTERNATIONAL PKVY._ SUITE 250. HEATHROW. FLORIDA. 32746, 407-805-0365 FAX 407-805-0366 - _ 8 SCREW INSTALLATION ANCHCIR CHART NOMINAL DOOR QUANTITIES IN HEAD SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR UP TO 46 PSF TO 61 60 PSF 70 PSF 70 PSFSIZEANDSIZEUPTO46PSF7Q61PSFTOUPTO46PSFTO61PSFTO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 4068 XX, OX, XO 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 XX, OX, X 60. X 80 X 6 6 8 6 8 8 8 8 4 4 4 6068 XX, OX, XO 72 80 8 8 8 8 4 4 4 8068 XX, OX, X0 96 X 80 10 10 10 8 8 8 4 4 4 10068 XX, OX X 120 X 80 12 I2 I2 6 10 10 10 5 5 5 5080 XX, OX, XO 60 X 96 6 6 8 10 10 10 5 5 5 6080 XX, OX, XO 72. X 96 8 8 10 10 10 10 - 10 5 5 5 - 8080 XX; OX, XO 96 X 96 10 12 I2 to 10 10 5 5 - 5 10080 XX X XO 120 X 96 12 6 6 12 12 12 6 6 6 5010-0 XX, OX, XO 60 X 120 6 8 8 12 12 12 6 6 60100 XX, OX, XO 72 X 120 8 0 12 12 12 6 7 8 80100 XX OX X0 96 X 120 0 8 8 8 4 4 4 9068 OXO 109 1/8 X 80 12- 12 12 8 8 8 , 4 4 4 12068 OXO 145 1/8 X 80 14. 14 14 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16--: 16 16 10 10 10 5 5 5 9080 OXO 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 10 10 5 S 5 15080 DXO 181 1/8 X- 96 16 16 16 12 5 7 8 90100 OXO 109 1/8 X 1.20 12 12 12 12.12 12 12 12 5 8120100OXO1451/8- X 120 14 14 14 8 8 4 4 9068 XXX 106 5/8 X 80 12 12 12 8 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 15068 XXX 178 5/8 X 80 16 16 16 10 10 105 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 105M51:5 12080 XXX 142 5/8 -X 96 14 14 14 10 10 10' 15080 XXX 178 5/8 X 96_ 16 16 16 12 12 12 8 90100 XXX 106 5/8 X 120 12 12 12 12 12 12 6 7 8 120I00 XXX 142 5/8 X 120 4 4 14 8 8 4 4 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO 191 5/8 X 80 18 18 18 8 10080 OXXO 119 b/8 X 12 12 12 1 10 10 10 1.0 5 5 5 12080 OXXO 143 5/8. X 96 14 14 14 10 10 10 5 5 5 16080 OXXa 191 5/8 X 96 18 18 18 12 12 12 6 7 8 100100 OXX 119 5/8 X 120 12 12 12 12 12 12 6j:: 7 8 120100 OXXO 143 5/8 X 120 14 14 14. 12 12 12 6. 7 8 160100 QXX 191 5/8 X 120 18 18 19 4 4 4 10068 XXXX 11 1/4 X 12 12 12 8 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14' 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 10 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 IO 5 5 5 16080 XXX-X 189 1/4 X 96. 16 16 16 12 12 12 5 7 8 i0010Q XXXX 117 1/4 X 120 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 12 5 7 160100 XXXX 189 1/4 X 120. 16 16 19 ANCHOR NOTES: 1> FOR MASONRY OPENING W/TWD BY 'WOOD BUCK USE SAME ANCHOR QUANTITIES. DISCIPLINE;. C sc E N S nvc Ko REG No- CIVIL — REV.:LETTER SHEET, LEXaD27 e:e_. F _ A7TQ7 DESIGN PARAMETERS - BASIC WIND SPEED = W MP.M. (FASTEST MILE) 110 MPJ-I_ (3 SECOND CaUST) WIND IMPORTANCE FACTOR = LO WMD EXPOSURE CATEGORY B APPLICABLE MTERNAL PRESSURE COEFFICIENT t 0,18 INCLUDED IN DESIGN WIND LOAD) DESICsN WIND LOADS - WALLS +22 , -18 PSF ROOFS _ +20 , -20 PSF 30 PSF AT OVERHANGS) wHm*6' L AN 1 9"A' GENERAL NOTES SHEET INDEX 1. DO NOT SCALE _THESE DRANINGS: WRITTEN DIMENSIONS AND NOTES SHEET NO. SHEET NAME SHALL CONTROL. CONTACT THE FIELD MANAGER KITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. C - COVER SHEET 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL Al —FOUNDATION PLAN, FOUNDATION DETAILSBETHERESPONSIBILITYOFTHESUB —CONTRACTORS. -EACH SUB —CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER A2 - FLOOR PLAN, INTERIOR ELEVATIONS QUESTIONS PERTAINING TO THE DRANINO5 AND/OR 5PECIFICATIONS. 5. IT iS THE INTENT THAT THESE DRANIN65 BE IN CONFORMANCE KITH THE A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, A3.1 - STRAPPING SCHEDULE COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. A4 - ELECTRICAL/HVAC PLAN, RISER DIAGRAMS 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND A5 - LINTEL DIAGRAM, LINTEL LOAD TABLES PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE S1 - STRUCTURAL DETAILS OF WORK. S2 - STRUCTURAL DETAILS 5. ALL 54"X22" AND 56"X24" PLANS ARE. -DRAWN TO SCALE 1/4" = 1'-0", Sp -STRUCTURAL DETAILS FOR OPT. CVO. PORCHEXCEPTFORTHESIDEANDREAR ,EXTERIOR ELEVATIONS WHICH ARE DRANK TO I/5" = I'—O". ALL MXll PLANS ARE DRAWN TO THE SCALE 1/5" = V0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS NHICH ARE DRAWN TO 1/16" = I'—O". DEC 8 VANGA" & ENGINEERED BY: F+o%& JACOB ENGINEERING HoMES LL W J Q 0 designed by, nl draw" by dmw design cbadmd by — 7Of: 3\\ C T M. SLAB N y ESH OVER 8 WL VAPgt BARRIER OVER TREATED COMPACTED FILL CHIT/ 1 j; 2 / 5 BARS .K 1 MONOLITHIC SLAB - CMU ONE STORY i 3\ y y/ 2x w0. SnAs Ole ac OVER TREATED COMPACTED iR1 PLATE N/ 1./TYx a' ALB• 3Y o/c ub 'G' 3Y o/c71- 4ro = GRADE 2 / 5 BARS L ,• L . H MONOLITHIC SLAB - FRAME ONE STORY 3\' C. SLAB W NON LOAD BR G. WALL OVER 6 MIL VAPOR BARRIER 3 1/2' - 1 / 5 REBAR CONT. OVER TREATED COMPACTED FIL W/FlBERMESH VOVER 6 MILAPORBARRIER 1 / 5• ROAR CONT. 3 t/2' CONC. W/}'iBFRMESTI , 1 5 REBAR CONT. OVER TREATED \ OVER 6 MR' TLL VAPOR BARRIER COMPACTED F< OVER TREATED GRADE COMPACTED FILL THICKENEEPRESSED X DEPRESSED SLABNTRYDCONC. PATIOSSLABNONDLABNON BEARIIHOWER Z NON BEARING® GARAGE u' MN LAP OORIER BAR Ol/ STD. HOOKK g g•,Y2 S6 LINTEL FILLED W Mr. CUNT. 5 HORIZ. BARO24r_ FILLED I. GMIN TOP C0UIZSE V01EAL R®+R NA 5 SEE PLAN CHAIR BLOCK LINTEL BEAM REINFORCING SINGLE COURSE UNTEL CHAIR BLOCK UNDER FRAME LB 34 ANCHORAGE TAPCON: BLOCK TO EXT. FRAM SHEAR STRENGTH COINNECTION (TYP. SPAGRJCs) TAPCON:_ 3/16' 0 1z' o.c. EXP. BOLT: 1/ 2' 0 48' D.C. J—BOLT: 1/ 2- 0 48- O.C. X TEST REPORT / 150-20068/ PROFESSIONAL SERVICE INDUSTRIES, INC.SEE MFG. SPECS. FOR BIT SIZES -& TECHNICAL INFORMATION i EXPANSION BOLTS: RAWLS SHEAR STRENGTH ANCHOR: AriaoR ucHTwocHt DIA EMBEDMENT HOLLOW BLOCK 3/16' 846 CBS. i /4' LOTS CBS. PRODUCT LOCATION EMBED A MIN. EDGE ALLOWABLE125.37 ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR RAWL-BOLT MASONRY TED 2.5' 1/2' 1.5' - 761 LBS. 1765 LBS RAWL-BOLT CONCRETE 3' 1 2' 25' 1831 LBS LBS DETAIL DENOTES PIPE PASSING THROUGH STEM 614LL DETAIL DENOTES PIPE SLEEVE SHALL BE PASSING THROIKiH FOf iD PIPE PASSING. THROUGH PI SEE FOUNDATION PLAN-- FOR REBAR QUANTITY 3 FZE13AR WITHIN FOOTMG CQJCRETE FOOTER Iw 26' NIPL SPLICE OVERLAP (SEE FOINDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL MONOLITHIC FOUNDATION DETAILS V4'•1'C - _ - MAXIMUM SPACING F FILLED CELLS UNE,ROUEED rR 1 1; THAT CAN RESIST A. tM H.PH. LOAD HALL FRESEIRE T = 22 PSF MA)OMI1 ALLOWABLE TENSION ON HOLLOW CORE UNITS 5 25 PSL - ALI. 5EN TABLE OU SETION PROF`B; ME5 8• PARTIALLY GROUTED HAIL = 95.43' a A50NARY 5TRdLTLRE5 AC.I) M = .1-1 / 8. 5 = W44XI2/ 8XT = R5.43 .1 = CA FT. L15E 8'-0• HORIZ. SPACING - 9'-4• CEILIS I•IAX. (PS = IV USE W-O' HORIZ_ SPACING - O'-0' TO a-8' CEILIW- MAX• USE 6'-0• HORIZ. SPAONEG - 12'-' TO I& CIEI S MAX t ACID LINTEL W lU 'S CONE. Q 9'-4' W.T. (•/- 8 ) TH5 STRUCTURE HA5 EffiI OF5ENED TO MEET OR DO® THE 10 MP) L 3 c+ EUST5 "NO LOAD REGUIRB•BRS OF THE RORIDA EULOIHS COEE 2001. S R91CME t31NEERING OPTIONAL 36' X 4Y X 4'COHC. PAD 36' X 42' X CONC.PAO- BE IgS L 4 R THANN'E PASSING THROUGH SLAB UNDER 40'- 0' Y. PATIO 4•-T' 6'- e• W-W 514w 6'-S• _ -- . - 6'- 1 13/ 16• 3'-0' THo D n. G I i \\ I FOIINAATION 5LA5 NOTE, I . 5 1/2• GONG. ABRH OVER b.ML V*ONNV 1I CLEAN, HELLCOWArP TED TERMITE- i RESISTANT TREATED PILL OR , ITS 0 'RECRUIT 2' SYSTEM ( YYP) , LAV i I \\\ I I 1 V \\ I I I \\ I I \\ I \\ I I II 20'- 3 5/ 16' I Z 1----- - - - - - - - - - - - - - - - - I I X/: 1 t " FtiL C1UL E / \ i VAPoES To CONDEW ER GARAGE FOUNDATION PLAN ' NOTE. c DOLIELE LINTEL ® GABLE END DETAIL SHEET 52 ELEVATION 'A' ONLY HXRM FW.4' rl wsr . s' Owc , AT CiARAGE DOOR o' w'-m' o W GARAGE Y Z I in' a DctBO FKiP E7 L,------------------ PARTIAL FND: PLAN ' C' N. o I DETAIL. Tra'- 1aa 1wffm_ 1 MONOLITHIC FOUNDATION PLANS OV4..r-o. 0 O VJ z - V W ZD Oz opo Z Q O oo < Z) Z O : 3 v' LL- 0 a LL 4t; co r ilE. W N Sheet Al Of: KITCHEN A SCALE- %'.r-0' II a e a a a KITCHEN B SCALE- V4•=r-0• KITCHEN C BATH D SCALE- V4•.r-0' SCALE- V4'-I'-0' b Lw STW AT OPT. VANITY a O D O T8 BATH E SCALE- V4•.I'-O' INTERIOR ELEVATIONS APT. FIREPLACE V4••I•-0• MISC. OPTIONS V4'=1'-O' Neu eTwtcn,rAL wood NeAoew ro oc twlmLe r x b IraFDe Noted onet tee NOTE SEE FOUNDATION PLAN FOR . FILLED CELL LOCATION. I I I I I I I I I D•o APF. cw rva.L HolmZ1€RA4,E WALLS 7G M 9 V2• UNLESS OttaBxraw NOTED. AREA CALCULATI UST FLR LMN6: 19 11 5F r RICAn 6ARA6E: b SF E C INEERK 00VEREfl ENTR': 7 5F TOTAL: 2 1 5F b'-6• Ceno9 L AC LCCADON r C011C: PAT 2) 25SH (+21/ -2EV ffiI;r--5S 2) (+21/ -28) zrsba 6U)f61B SL.D. 21/ -.7V u' b• 6' 0 31V, D 5Ha n e' Fur _ 1 c M. BEDROOM T-b 3/4• m i e• rL^T ws GRE ATT ROOM I fie' Z T i BEDROOM 2 z 7 61 FLATTEN ry V MAT 1 sa o i2 5• LRAtKE Op N LLf y W-3- U7-2 0" a ry I DINING BEDROOM 3 v r l 5 a Fur W FLAT , I I I vBrt.O18F p o1 n q o aL DR1(I' di I 1 6 h IS'-1 V4• R/A LIVINGF22554 -- x e ArW-SS ( PLAIVOow WFLAT NOTE, AIR HANDLER TO HAVE MIN. OF 4• CLEARANCE ON vu< 12- 4 V4• ALL SIDES AND ENCLOSURE SPACE SHALL BE MIN. 12• 5'-S•" '-2 V4' PLWIDERTHANAPIANCE O GARAGE---- D•-O• AAA. FOYER 2Tsde e Fur sere el;a FLOOR PLAN ' BEDRM 104Av4No e FLAr 3UX6'8 201-0 3/4• 6 (+21/ -23) ENTRY 12'-0 3/4' zssN 2V -28) 16'-O' . BAR. UR. (+19/ -23) - - - 2... -231. Ib'-0' 4 2' 0' _ D -4• PARTIAL FLOOR PLAN b a FVr v4•N1O• 3UXAz6'8 20'-0 3/4• {+ZI/ -?9) Q'-0 3/4' t Y M 255H mill (+21/ -28) IB'-O• X l'-O. OR C.Ap- UR. 9 --- — -- 19/ -23) — PNAPe P e. CZ 2 0• 16' 0• -4 r-o' S' 4• O' 4' FLOOR PLANS . V4'N D' Z O ZZ ~Q C W W 0 af 00 LL W W Z 9 ry J Ba lit 1 J W j,i el 2 fit I NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRU85 ANCHORAGE; NOTE, V USE lV TYPE 'IC' (OR IN1ERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLEb6 NOTED OTHERWISE (UNAJ2)USE lV TYPE 'A' (OR INTERCNANGAELENOTE FOR TRISS TO BLOCK WALL C41,44ECT1CN (UNOJ 3) USE :EM M&-N (OR WTERCMANGEABLE TIEFOR ALL JOIST MANGER CONN 4) USE ( *ddOOR(UNOSal .x 3 1/4' PASELODE GIN NAIL TO FASTEN JACK TO HIP GIRDER (TeB) 5) GABLE TRUSSES REQUIRE ill TYPE 'A' OR (V TYPE 'C' STRAP AT 48. OiG FRCM CENTER OF TRUS6. b) ALL STUD* BELOW GIRDER TRUSSES SMALL BE EITFER CONNECTED a SMPSON SP4 STRAPS TOP AND BOTTOM IT ADDITION TO OTHER STRAPPING CM PLANS.. SIMILARLY, 4X4 POSTS Fr=a* E (2)-SP4's ON EACH END: 4X& POSTS REQUIRE (3)-SP4's ON EACHEND. 1) EOTTOM HALF OF NTT" TRUSS STRAPS SMALL BE EITHER NEATLY UIRAPPED UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR POST DEPENDING ON ALW"1ENT OF GIRDER AND STUDS OR POST BELOW 40-0- 0 ROOF TRUSS LAYOUT 'B' 4 'G' SEE POST 9TRAF'PING I ON blANDTndFLRF'I.ATMi PNEUMATIC EQUIVALENT MAY BE GUESTIMED FOR RAND - NAIL DESIGNATIONS", NAIL VALUES, BASED ON ' NIA11ONal DESIGN SPECIFICATIONS FOR WJOD CONSTRICTION FROM TABLE e)) o - 'NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES' NAIL SHEAR VALUE Obo-) 8d I" IOd 125a ISd H9' 0- 3'- 2- e. STUCCO DETAIL SCORED BAND5 OD FRONT ELEVATION ' G' L:LSTA- 3- 0 'D• STRAP 3) TAPCONS( TYPJ HALF COLUMN DETAIL HALF COLUMN DETAIL LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P:H. TC LTVE: 20 psf SPACING: 24" O.C. TC DEAD: 7 psf BC LIVE: 0 psf DESIGN BY: CM BC DEAD: 10 psf DRAWN BY: KSB TOTAL: 37 psf DUR FAC: 1.25 SCALE. N- TA RRENGINEERING Rom PITCH 5 t-° i 1/8' STUCCO ON LATH - W?OD STUD EXTERIOR WALLS (TYP) 8'-O• TRUSS BRr. TEXTuED FINISH ON cm CONCRETE BLOCK EXT._ WALLS (TYP) STUCCO BAND (TYPJ FFE RIGHT SIDE ELEVATION SCALE: 1/8• 1'-D" 0 0 OFF RIDGE VENT CEMENT TEXTURED FINISH ( TYP.) L. Zi LEFTSIDEELEVATION SCALE: I/8' . 1'-V' 0 OFF RIDGE VENT ICOMF'OSITE 9MINGLEB CEMENT TEXTURED m FINISH ( TYP.) SCALE. V4" . r- W REAR ELEVATION ul Igz w<$ wm LL N C nm B E j E xa C bm m h 0 tz W c ut o O ELL y gi W , INJr_ rtj GAOL-• GABLES (TYP.) Q _ 00 CN fill O reAW— arr - awr. er i d drawn EY• dmw design ct..k d61r,. ww sheBr. A3-C c u LOAD TABLE MODEL 1328 QUANTITY EQUIPMENT BREAKER CA)VUCTQR 2 1 1 PAYE 40A 2/P 8 loom 2 1 DRYER 30A VP IV 5AM F DL9NUA%M 20A VP 12 1)00 I RUR6ERATOR 20A VP 12 540 DISPOSAL 20A VP 12 540 1 1 WA51ER 20A VP 12 E00 2 1 SMALL APPLIANCE. 20A VP Q 3000 _ 6 6 6ENE IRAL LKN1NCs 15A VP w 5" GARAGE DOOR OF'ETER BA VP 14 600 6 PADDLE FANS (ib) 14 w SUB-TOTAL(WATTS) 30Z30 I eL 10 O WATTS AT M% 100M WATTS FVIANDER 40% 8)016 WATTS Aa 30W WATTS TOTAL 3fWO WATTS 21,152-240 WATTS TOTAL LOAD AMPS W.13 AMPS SERVICE SIZE W AMPS 2 / 0 SER CABLE ui METER 150 A RAN:1E 8/3 U109 MLO DRYER 10/3 M 04 BARE PANEL SMALL APP. 12/2 W3 CAL LIGNTNG CIR 14/24 W5 TO MIL TRANS 8' GROUND ROD " 1928 ELECTRICAL RISER DIAG 150 A 4 WIRE SERVICE o KTA 2' V.TR Z' VTR RIM in - LAY LAY 2' VIP, 2 3' 3' 2' To r sH 3. GQ1B. BNV 2` LAYIV1' 3. K5. 3 3• 2' r 3• 3' g1O. at 3' r im 3' 1926 PLUMBING RISER DIA6. 0 ® HT9. ELECTRICAL LEGEND DUPEBA IMCEPTAC E M CROtM FADIT MCATER "kA PRMF -UT IE EV 9M OOBiT Q'. E " D vmm a mPNPnOBEdET RA.. A/c asT;oriREcr 0 - EbUOSI TAR swTCTE E.W. POtVt BVf10N WAY MCK m DOOR BEIL 3 WAY VXMK p - MC V4E'SCANf INiff - 2$Sy D00R8M CHME5 Kccssm DICNi SNORE DETECTOR MG. WpMT vAPGR PRow Snag DEIEcTOR WALL YORSRT a sm oU 0 .D1nC,ROn am F--- 4 i111dlE9CFNT iD(R1RE aE=)ELmTPAt*L g E>mD jLEE RYa PdN PMME h1 (4 BIAS) WRAPPED rWORESCENT ao• 3.0 TON 240V I PH 5 KW HP L SEE ATTACHED NVAC FOR ELECTRICAL PLAN RECT PLAN: DO NOT USECLAYOUTONTHtSSHEET. v4•=r o' o 3 HD x H u of Q Z c Q gWW U Uz U. LI U W` W W w co a N W 0p! 0 rWWialx orc:. e...tey. designed by. ri aIW.•I by dmv design drociceC by a daW 01-V-01 sheet A4 Of. Boo®o®©ao®®00000®®®aoeouCjCECCC6CeCCCCCCCQQQC`EQG QQG QQE' ECCCC ECC ECCQQCC iCCCQQQCCQyQQQECQQQQCQC' rPECpCCO CCyyGn EQC+COCGQ6QC01p00CQOQQQCn69AQGPQ9QQECpC+ QO'CrO CCC CCCCQOCQDCOCQQQOQOQOQCQOQEQGOQQG' mQCCQOQECQbCLQQCCQQQOC'QGC6QQQOQCQQGCQQQGEG coo 10.: a n k fif COCOCCCOCQQECO' OGQQCCOQGQCQCCCQOQEQCaQQOQE CO CCA6AcCcrC';COC CCQCQCCCQCCCCCQCOCuLGQQCQON k WCCQCCCOQCQ CCO3CCOQEQOdC CG iDODOQ GCQQ UCQEOMMOCGCCCQ OCOQOGOQGQCQCOGQOQEDO06 QOCOOOGQQCCOQ09OCOQGGGD000OOQE60QCaOQCQC00 E CBCOQQC9CO9000QOQOQEDDDOQO QGOQQQOQ6QQAG 711nmiI4]4 i61t Gte 0000091 Q Q 0 a T5t: pRlCIL 1 ItiPp836 3r: A 4 v 9 00 8Q0OQOODOCIQ QC C r 00 0 0000000 Q9Q080Q000QOQO HON000WQO09CC t: COQ009QOQOQO00! DD ODDDDDODDD OW, e4WfT9XXXX LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L 1 I7-4' 8FI2-IB/IT ALLIED LINTEL:A-13 L 2 l'-6' 8FI6-IBAT ALLIED LINTEL: A-5 L 3 1'-6' 8FI6-1B/IT ALLIED LINTEL: A-5 L 4 1' 6' 8FI6-IBAT ALLIED LINTELS A-5 L 5 4' 6' 8FI6-0RAT ALLIED LINTEL, A-3 L 6 l' 6' 8FI6-IBAT ALLIED LINTEL: A-5 L - 1 l'-6' 8FI6-IBAT ALLIED LINTEL: A-5 L 8 1'-6' 8FI6-IBAT ALLIED LINTEL. A-5 L 9 4'$° 8FI6-DRAT ALLIED LINTEL: A-3 L 10 4'-6' 81=16-DRAT ALLIED LINTEL: A-3 L 11 4' 6° 8FI6-0BAT OFF. BAR. SVC,. DR.; ALLIED: A-3 L 12 4'-6' 8RFi4-0BAT ALLIED LINTEL• A-3 t, d WoP Z r s If a 0 I- riil- Uif EQOd... 4 ld rd - m III g i 111 IV l0 m m 01 H p 0 c r13 p aMEio- iMhiJig• Nm o• aNrr c in. oY 13 IV (II V 9? 1 f i i= g Op yW N TT I'° Ta nmv 4m I J QQ QQQQ QQ Q Q QQ QQ Q Q 10J g.og 7 -tea` q 4 1?° mpq ofWrj 5 REBAR AT TOP MIN. ( U Fear> lob 1- CLEAR re Io RA s OF LWTELAGAVItY ay F .FILLED U11TF1'GROIii / U. • UN'riLLEDE50 e • Y •: ,: . s ! Y O ® EIOTTR7M REMFOROMG Tt toMl OFLMtEL R TY AT ES8FI2—IB/ IT 8RFf4-11B/IT8F1B—IB/IT 8F15-0B/IT 5- i° s,LMTEL f a 8• NOMINAL UADTH 8 F I B- I B/ I T LINTELSECTIONS: NOSWVTNJ J LQLLANTITYOF5 — NOMINAL GHT HEIWMW ATTOP TYPE DESIGNATION Hq Z w g u U O` a L8L7L6 qN P aw Q ill f 111 111 IV 1V n E S q Do P w%, Ggog o g b0- KmZ: P0p Rg g p p alt ins aS l e0cp R m 0 l m N m R 1m 111 IV R RV p A x3 o tl 6In GR?n_ IVIll f m r T O- RV nl P m P P 1- c o. l W O IV LnI N ts Q Qt<< Q i<-,Q Q Q Q Q Q Q H e bl EFI! i! W lit j Y 95- rind. 4 1 Ad c - rivis si .ur do :rink lA d rd d -- 370+/1 i9d 5V 9Rr/A L9 L10 L11 Q o, w z J co N J w r. NE: I ! s` 5s I 1 1928 LINTEL ®IAG. ( CHAR. LT.) SCALE:1/4"= 1/-0" checkW br. asOx of-azo+ sheet I WE CLTERiNGECaM DEC A5E GINE of.® ml A wsw NOTES: CAST--CRETE SAFE LOAD TABLES MATERIALS . FOR GRAVITY, UPLIFT & LATERAL LOADS I. Ft precast Inters = 3500 ppss1. 2. ft Fy-eBfTpa pr4 Intels =GOOD pr EL ft gaol = 3000 psi H/ niumman 3ffi aggregate 4 CCrrrrvtc rtloscr" units (Ct'lll per ASTM-C40 ./ 11MOT401 net a1EC1 EmInpre5swe sv"th = 1900 psi. - 5. Rear provided in precast Intel per ASTM A615 GR60. Field ra pa At A5eb15 BR40 or BRBO. 6 R r, estresrlion. q strand per ASTM A416 grade Zl0 law relom" Vd2 mire per ASTM ASIO. 8 Mortar per ASTM = type M or S. GENERAL NOTES 1. Provide full trlortniI>eLd and bed _ants. 2 Sho m filled Intels cis required. 3 Installation of Intel must clanply Hith the architectural Xva structural draw". 4 Lintels are mrnufcctued with 5-1/2' nary notctles at the ends to nrro Modate vertwl Cell 1'enfarcdlg and gqruourttdng. 5exceed V Ali Intels meet orexce360verticaldeflection, except Inlets Il'-4• and latlger with a rranlrnl heegtlt aF 8° meet or exceed VI80. G. Bottom field added rebar to to located of the bottom of the Intel cavity. l 1/32" diameter wre stirrups ore Helded to the bottom steel for mechamcol achoroge. 8. Cast- nplace concrete " be provided n composite Intel n lieu of Cunc EtE nC7sanry units. y Safe load rats s biased on ratonaI design arohIsm per ACI 318 and ALT 530 SAFE LDAI7 TABLE NOTES 1. All values based on mtrunm 4' be" mq. Exception: Safe hods for unfilled Intels must be reduced try 20% if tearing length is less than 6-1/2". Safe loads for all recessed Inlets tosed On 8' ,annul tEv ng. 2. N.R. = Not Rated. 3. Safe loads are total sllpernposed c111oHable Iliad on the section specified. 4. Safe loads based ran grade 40 or grade 6O field r1=_bar. 5. Additional lateral load copocity Can beobtallred try the designer try providing addional reinforced masonry above the prerost Intel. 6. One #1 refs may be substituted for two #5 relxrs n 8" Inters only. 1. The designer may evaluate concentrated loots from the safe load tables by cotrulatng the maxnm resisting nxinent and shear at d-away from the fuze of si t. 8. For, composite Intel telghts not shoHn, use safe load from next lower heg1t. 9. All safe loads in units of rounds per hrlear foot. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS Csn z,•C.. GRAVITY LEFGrN TYPE M-12 4'- 4• ( 52) T N899BZ395449295904EOM98212 19•Il 945 UB1B W-6' (54") PRECAST Eal 2114 448E 53Fi 6264 982 6412194Ek2944 KO5'-8' 66) PRECAST MS 5Dw26Z401464M651E E639 5'-10'(l0) PRECAST 85 TR n5m 4449 IR24 24M 3352 tM 205E Sall 6412 651E 64N 6'-8• (80') PRECAST 822 9Ol 16T1 2933 2518'. 3223. 4SZ2 901 lb'n PB3 4100- WM 6,01' 1•-0' (90) PRECAST 6fi5 61 131, 2252 1958 245E 3439 164 EM 2329 3609 5492 6624 932 9'$" (116') PRECAST 420 834 IV loll B42 16Vt 188E 535 92B Win 21`19 2618 3595 287.5 8" PRECAST WZ 2" RECESS DOOR U-LINTELS ae,ro UPLIFT LATERAL TYPE aas-m a4r er+ Plo-+r W. 81aZ PRECAST Q44 1513 2443WED 4112 496E Sax 932 932 144 L•d9 2339 3, 0 40M 48M 56% 54) PRECAST H92 FM 2311 3121 381 48a 551E 853 1192 I455 2240 37% 383E 4643 5453 68) PRECAST 924• 1112 rR5 2423 3055 315M 43x Sol 501 924 lrI2 n4l 2351 291E BBM 4233 10') PRECAST 1138 n42 2352 296S 35BI 4198 4En 469 8% 1099 OM 2M5 2891 3491 410E 8O) PRECAST m A82 ISa 2042 25-a am 3642 8 Ilm Z ct% 14E8 MB1 2509 BOYS 3%3 9O') PRECAST 688 w n m5 1810 228D 2153 322E lID 941 EBB 849 r 2 n62 2725 moo 315E 116) PRECAST 533• 4M SM IQ3 1413 Il04 1995 51E 614 533 521 IM9 1Y69 n2B 2088 REDLCE VALUE BY 1596 FOR GRADE 4U FIELD REBAK 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS ae.. GRAVITY LENCIi TM 911a BFo-® 22 BF6-i0 2'-10%34') PRECAST 316E 44-8 6039 15Zfir4149 Io492 1193E 31fi6 ME GD34 7i2b10412 1193a 42) PRECAST 230 Sae 33n 4G89 bornBEM 9941 3S6 44-a fib. 7"iai 41? Web 4'-0" (48) PRECAST 2O 2325 24% 3451 1 6354 Sib 264E 4413 6039 15z6 0412 i1936 4•-6' (54) PRECAST 1651 M1 1913 2ES"1 94M 489E 5644 2r0 4021 6039 r -BM 90041 1041? 1 9668 5'-4' (64') PRECAST 1184 12a MIr14- 2B26 333fi 354E IG65 2BB9 60% 54M 6424 1450 5'-10'C1O) P12 A5T 9"12 tom IDM 1889 2304 2121 331 1491 2464 545B. 4431-MM bt22 6'-6• (18) PRECAST 93l1255 21rn Z146 3358 397I2$ Out S26D 164 8995 Ewa1'-6' (90) PRECAST 6- 1 029615 Fn94:- 2439. 2BB61029. 1615 BB34 5% 668- 5n419'-4' tl2) PRECAST 5- 1363210a9121014821154,5a all lima 2544 3469 40M 32110'-6YIZb) PRECAST 4B2 eO2 IIxus23n9 IQ2 132e 53a 45665B IOx 194 208E ZT14 3130 2404 11'-4' (I36) PRECAST 445- 935 EYES 054 2355 rM 20-5 59B 935 e65 054 2441 3155 4044 12'-0'(I44') PRECAST 414 545 864 Ix4 EER 2014 I5_10 IBIS 555 864 Q54 f93 22112832359013'-4'(160') PRECAST 362 4Z1 26 MM r331 1224 141E 4B5 148 alb 1438 105ri 2343 2920 14'-0•(I6B) PRECAST 338 648 919 119D 1462 1081 U50 4m 100 KM EMS n14 2153 2666 14'' (17') FRES NR, NR NR NR rR NR NR NR 465 165 BM 2045 MtII BIBS I YES 15'-4' 084") PIES NR NR NR tit N2 NR tQ2 NR 4211 - 695 Q5O 055 Z3ID 269D 3410 I7-4' (1O8)PRES NR. NR NR NR IR NR NR nit 3D 531 950 14M IBM 22M 25M 19'-4•- (232")PRES N. R. NR NR 1R tit W NR NR 240 4a0 W HIM 1400 1120 20M 21'-4't756•)PRE5TRE55E NR NR NR NR NR IR NL W Ni3 33O Edo 94O o40 I180 2110 22'-0'M4')PRE5TRr E NR. NR NR R R NR NR NR w am Sl0 AlO Q50 I6ED Rl0 24'-0"(28B)PREfJ NR IR NR NR w L9D 240 410 120 m31 13E): 1610 Caere UPLIFT LATE TYPE LErGTn BF84T AR24T AR6- Rrt i8 ar-5- 4- 2•- 10'( 34) PRECAST 21ZI Bb 4131 65EN at gam 202I 2O2f zlzn zna4 318E 640E Bes, 3'-6' (42') PRECAST 21. 6 22M 32F+a E09 6204 VQ 1251 1251 2165 2Z5 3fi5 509E G06m 1O3E 4'-0' (48') PRECAST 1918 mm tam F=TM 453Z SMn 6245 93Blama 1925 2mo 4422 5264 61m 93B 4'-6• (Sa) PRECAST 1660 n62 2sOn 4EM 4- 61 5525 In ln IE60 1'IM 2435 3913 4fv8 540E 5'-4• (64) PRECAST m84 rd 33n5 40a 4618 505 505 1393 143E 2050 2610 132839M145495-10'(10) PRECAST 1Z12• 1 19' 3DB4 BEES 424E 418 418 IB"5 2441 3Om 3583 451 6'-6' M PRECAST IMH• Ia70 t'r33 225D 2n69 3290 38Q 881 14N IIB2. IEBa 2R2 21M 3216 3132 l'-6• (90'J PRECAST 9A' 92 H,5 19H 854 2197- 3240 591 Ei51 y ID29 lafi6 - Pion 23. E Z1<ti 3245 9'-4' (112) PRECAST Ban• 6Q 9e0- IE 9 Mo 1852.- 21M 454 630 601 MS 1192 I5so FUD 2211 2634 IO'-6Y126') PRECAST 116* 49B 193. n21 126E 14% i13 396 493 11fi fill IO39 amrtli 2034 2359 ll'-4" (IEF) PRECAST 666• 4" 6 r' 899 I im4 M9 I515 363 5% E66 535 9B Q95 L995 IB` i6 2R8 12'-01144) PRECAST Ban' 4M 63 el6 Ol I- CiR B40 494 E3 486 BIB 1209 1514 r'nFi 208E 13'-4"(160) PRECAST 940 S32 68E B41 viI 1153 2 39B 513 4139 662 iM4 m31 1631 189E 14'- 0'(168') PRECAST 4SB• 3m6 493 fi35 1"IB 922 IO65 285 350 548 318 BA 922 1254 56l M1 IBIfi 243 295 459 591 124 Bm 993 14•- 8'(M') FRES 243 M2 5B2 B52 11% K91 1-142 NR 351, IT-a•(1847F1xE5 225 Zn8 433 553 fill 8a1 9x NR 321- 22B 329 542 Tin 10'12 931 16Ta 18B 236 3d 4Fi4 561 6l0 T14 Il'' ( 2OB'N'RF5 i88rM 449 649 814 1121 1389 NR 255 19'- 4' (232) PRES 165 165 as 3B3 401 550 490 136 5le 940 661 1160 Nit'. 2O4 21'- 4• ( 2M-) PREST 1452- 6 3% 3% 4-n 43B 635 512 80l YM142 993 2T-0T264) PRES 140 2Ea 343 418493 8 13, 322 451 mn TA 94124'-0i288')PRFS Q, 244 32 380 441 952904M 53B 680 833 REDUCE VALUE BY 25% FOR BRADS 40 FIELD REBAR I NOTES: ALLIED LINTEL TABLES MATERIALS it INSTALLATION 1. rebX in precast Intel CRbO per ASTM A615 2. rebul in poured bean BR40 per ASTM A615 3. Ft fa- precast Inters=4000ps1 4. ft for ref Id 'accrete=30170p54 S. concrete mosorry units perASTMC-90 mortar per ASTM C210 tVe M or 5 B. calculations try, Richard M Newman. P.E., Riddle -Newnan Etngneerrtng Inc. 1. shore all catnposlte Inlets 4' OZ. 8. all composlte beam calculated Hlth 1*5 in top of [earn 9. sof-- lands bused on rn mnol 8" teci my 4" mnrrwn). 0.011 loads strewn n pounds per laeo- foot I. for Ierngthes not listed use next longer length For safe load FIELD REBAR 5 ER 40 CMEI. CONCRETE FILL FIELD REBAR 5 EAR 40 ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE " U" LINTELS LINTEL N0. LENGTH a x8' UNFILLED 8"xe" FILLED a X12" FILLED 8"xl6• FILLED 8"x20" FILLED 8'X24" FILLED 8"X28" FILLED 8"X32" FILLED A-1 240" E,549 B251 1012512000 12000 12DOO 12000 12000 A-2 3r.• 3838 3858 523E 8552 11440 12000 12000 12000 A-3 4'6' 2081 1914 3351 461E 618E 1259 8601 9924 A-4 5110• 1128 1080 1810 2483 333E 3913 4631 5350 A-5 Er.' 902 105E 1844 2542 3294 4029 4190 5522 A-F3 9'4• E,% b3B 1112 1534 1994 243E 2902 3346 A-_1 l0'b" 489 483 84-1 11-10 1522 185E 2211 2556 A-8 - 11'4' SO2 612 1125 15M 2002 2455 2931 3389 A-9 12'8' 421 488 900 1224 1604 19G8 23;O 2121 A-10 134' 393 419 1-14 1053 I38i 1692 2024 2341 A-11 140' 342 3T3 690 938 1233 1510 1808 209E A-12 14'8' 308 E34 618 842 1108 1352. 1624 1819 A-13 IT4' 212 285 436 bit 808 988 1188 IBM A-14 19'4' 250 395 496 850 1138 K08 1598 1980 A-15 2O'O' 225 365 419 184 1052 1300 1510 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" UNTELS LINTEL NO. EL NGTH 8 x8• UNFILLED 8" x8" FILLED B'X12" FILLED. 8"x16" FILLED 8"x20" FILLED 8'X24" FILLED 8'X28' FILLED 8'X32" FILLED LATERALLOAD 8X8 FILLED A-1 210" 309E 3150 9194IOOOOIp000 10000 I000O I0000 4408 A-2 Br." 1835 181E 5445 ZOOM 10000 I0000 IOOM 10000 2-992 A-3 4r.• Iola 1051 4224 5900 8203 9440 IOOOO I7000 1415 A-4 510" Sly G03 238L1 3319 43M 5313 6166 048 Tel A-5 l5' 345 310 1421 1918 2552 3514 366"1 4600 I ' A-b 9.4" 22B 252 934 129E IG65 21354 2542 294E 423 A_, tor."R184 1-% t049 1341 iG62 2025 234E 4 A- 8 11'4' 652 91l 1110 1452 1151 211 51 A-9 12'8'US 1bO 991 1232 1464 I 5 l A-10 13'4•510 M214 03 892 ItO9 13M A-11 140'413 652 824 I028. 119E I firma- A-12 148'442 609 T.9 955 Im A-13 11'4•351 483 605 5fi 84 A-14 19'4•308 4213 525 651 115 826 13 A -IS 20U' 114 2O3 2% 405 504 630 b80 186 198 designed br N drawn Of. d- design checked W. avrw cane: w-22-04 Street_ A5.1 Of. G F r GENERAL NOTE& GENERAL: L LIVE LOAD& ROOF. 20p"f FLOOR- 40pRT STAIR 40p"f 2. WIND SPEED 1109" -4- c goal.- - 3. ALL WORK TO BE IN ACCORDANCE WITH THE FBC. 2001 CHAPTER W. 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. CONCRETE : L ALL WORKC TO BE IN STRICT ACCORDANCE WITH THE ACI 31B 2. MIX DESKA4 CRITERIA . ALL CONCRETE TYPE 1 PORTLAND CEMENT. (ASTM C 150) COMPRESSIVE STFMr.TN • 28 DAYS SHALL BE 2500 pet FOR SLABS AND FOOTINGS A2ND 30i00 ps1 ELSEWHERE IUANJ MAXI1d1 DATER-CET'ETNT RATIO BY WEKsHT FOLLOWS: SF'ECr , ED NON -AIR AIR COMPRESSIVE ENTRAINED ENTRAINED STRENCaTHU (p"CONCRETE CONCRETE 25M 061 054 30M 058 0-46 SLUMP - SLAB ON GRADE 5' OTHER 5' WATER - POTABLE CHLORIDE - NONE 3, PROVIDE NORMAL WEIGHT AGGREGATES N COMMIANCE WT14 THE REOUIR RENTS OF ASTM C 33. 4, FIBER'ESH FOR SLAB TO BE AT A RATIO OF -15 LBSJYARD. FOUNDATIONS L FOOTING" DES1614 BASED ON MINIIIU M ALLOWABLE SOIL BEARING PRESSURE OF 2000 pst. 2. IF FOOTING. ELEVATION OCCURS N DISTURBED)NSTABLE OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE MR HIS NSTRUCTIONB. 3- PREPARATION OF THE 6UHGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED N THE GEOTECHNICAL REPORT. boll• 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF ( V VERTICAL. TO (2) HORIZONTAL- 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. MASONRY : L DESIGNN, MATERIAL AND WORKMANSHIP SHALL BE N ACCORDANCE WITH THE ACI STANDARD BUILDING CODE RECIUIREMENT6 FOR CONCI T MASONRY STRUCTURES ACI 530/ACI 530J 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 p6l COTE. (B• TO ID" SLUMP) 3. PROVIDE 25" LAP FOR STEEL • ALL LOCATIONS. 4. ALL CELLO ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. 5. CONCRETE BLOCKS SHALL CONFORM TO A5TM C-S0 (28 DAY OTRM TH 2O00 p"1) (f*-1500 psi), LAID IN RUNNING BOND. 6. MORTAR SHALL BE TYPE N. 9. ALL RE -BARS SHALL BE GRADE 40 UNLE55 UN.O. WOOD L ALL WOOD FRA WING AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED N ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESK"N 514ALL BE IN ACCORDANCE WITH ALLOWABLE VALUES -AND SECTION PROPERTIES ASSKaWED AND APPROVED BY THE BUILDING CODE DESIGN CALCULATIONS SKRlED AND SEALED BY A LICENSED FROFF55IONAL ENGINEER ARE TO BE SUBMITTED TO THE ENCaNEER FOR APPROVAL- 3. F'ER'IANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE FRONDED AS RECdARED BY THE TRUSS MANUFACTURER TRUSS MANUFACTURER SHALL PROVIDE STATE IE NT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. 4. FOR STRUCTURAL LIMBER PROVIDE THE FOLLOWING GRADE AND SPECIES . SOUTHERN PINE SURFACES DRY USED AT !9 . MAX. M. G GRADE NOI OR SPRUCE PINE FIR SOUTH GRADE N0.2 5. - PROVIDE GALVANIZED PETAL HAWSERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS. (HUGHES CONNECTORS OR EQUNALENT) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MINIMUM OF VJ' DIAMETER AND 6' IN LENGTH ( ASTM A-301) WITH MIN. 1 1R• DIAM WASHER. UNO. L PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACRIGS SWOUN, OR IF NOT 61I0111N, COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS- B. ANCHOR AND NAILING AS &HOUR , AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING. CODE, LATEST EDITION. c IROOF SHNEATHNIJG: VI6. 065 OR 1/2' COX SEE DRAWINGS FOR NAILING PATTERN5 VERIFICATION OF FIELD CONDITIONS L CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME WHERE TERM ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE -DRAWINGS, BUSH CONDITIONS SHALL BE CALLED TO THE ARCHITECTS ATTENTION AND NECESSARY ADJUSTMENTS MADE P'ER NIS INSiRJGTION.9. 2. FOR .ANCHOR BOLTS USE HIGHEO OR ECNUNALENT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOCKNC C14 ALL SIDES OF THE RIDGE VENTS OATH 8d NAILS AT 4. ON CENTER R IS VER R-S IRS L- WNDOW WIT- 3- 112- CONIC. SLAB WLflBEIR ESM OVER & MU. VAPOR BARRIM OVER TREATED COMPACTED FILL 6HWN' J ES OVER NY FELT OVER Vw OD8 OR VJ" CDX WUOOO = 6E6 STRAPPED AS SHOWN ON TRW" LAYOUT DQ PT. OVER DcS CDR OR COAT. ALUM. FASCIA OVER 2X6 SUBFASCLA W( COAT. ALIMW LINTEL BL WA -S BAAROCK PRECAST WTM (V • 5 WP1412H 6FT OR GREATER CONC. SILL MASONIRT FINISH BLOCKOCKuHsas SHOWNLOCAT.W ON FOUNDATION PLAN 2 • 5 BARS .FILM-- WALL SECTION ® WINDOW - CMU AW ONE STORY LIMITING HEIGHT6 EXTERIOR "2 STUDS 5QE 511D MATERAL 4 OA: SPACING M&A HE STUD MATERIAL F Or, SPAC Y Ate. H{(, 2' X 4' SPRUCE, FIR 24. OjC V-C 2" X 6- SOUTHERN PRE 24. OTC w-r P X P SPRUCE FIR 16, O/C V-r 2• X V SOUTHERN FIE IV OAC TT-O' Y X 4" SPRUCE, FIR V OF r-S' 2• X 6• SOUTHERN PPE 2' OTC W-W 2' X ,r SCUTNEW PPE 24' OIC T-D' Y X S' SPRUCE, FIR 24. 0/C IT-®' Y X 4' WUTWRN PRE *'O/C r-O' 2' X S" SPRUCE, FIR W' OIC 2r4P 2' X 4• SOUTHERN PPE Q' Or- Q'-S' Y X V SPRUCE, RR lr OA: 24'-O" Y X 6. 6PRICF, FIR 24. O/C 5., X 8' SLUTHERN PRE 24' O,C W-4• X 6' SPRUCE, FIR N6' OIC K-0 t2* X W SOMF.RN FNE K'O)C 2T-8' W'- 4' X W SOUTHERdN PRE 12 OA: 26'-W Q 2 - 2X70 BEAM !MESS OTF FRl1WSE NOTED ON PLOOR PLAN a- EAAM ANCHOR, BOLT LNTEI_ BEAM W•5 BAR R CU'tl WALL PER PLAN @_ eot e MASONRY BEAM HANGER MOOD TRUSS STRAPPED W,F ll Ie7olUo7 I Ila !i I i oi CM WALL 6T. O,S • I,IIIIIIIIIII,I II"I-IIIIIIII IIIIIIIIIII,II, I,I-IIIIIIII._ IIII-IIIIIIII II IIIIIIII IIIIIIIIIII, IIIIIIIIIII,- I- I. KW FRAMING & STRAPPING NOTE F A BLOCKED DIAPM4GM ZONE IS, CALLED FOR ON ROOF PLAN PROVIDE 2. 4 BLOCKR4: . ALL PLYUIOOD PAEL EDGES / NAILS " 4. O. C. FOR BLOCKED DIAPHW7A[N•T ZONE 6d VIALS AT 4' OC. OR Od NAL6 AT 6' OC, OR EOINLNALB4T PNNIIBMITC Y ECYIA T SUPPORTED RT E EDGESATSIJPPORfED EDGESAND9NAILAtBUPPOR!ED EDGES BLOQCNG AD D" O.G FIELD AND 12" OC, FIELD FOR FOR SHADED AREAS OF ROOF OTHER AREAS OF ROOF 4'-0• TAN- OW WIIAn M VY CDXM ROOF SHE NAILJNG RSN PATERN DETAIL riffl1 FtBm;r e R-I5 NB1L SWI CdES OVER D. FMT OVER 1/16' OW OR Vr CDX WDOD TRUSSES STRAPPED NWL AS SHORN ON TRUSS LAYOUT DRTUWI- DO PT OVER DO CDR OVEN 2X6 SlEFA6CW pqg TOP PLAfE. U/ CONT. ALUM. VENTED SOFFIT DBl_ 2X8 WEAVER WINDOW UNIT FOR 4'-6" MAX. OPERN3. DBL. 2MD HEADER FOR 5'-- MAX OP£NM UNO. 3-1/2' CONC. SLAB WWFIBEro'ESM OVER 6 ML VAPOR OVER T RSCOMPACTED FILL' WALL SECTION - FRAME WI3 ONE STORY - MONOLITHIC W. 2X P. T. BM PLATE WY V)• X 6• AB, 32. OA: WS EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL RAS NSUL. VJ' DRYWALL 1 OVER DODQFlBNRWXs OVER R-5 RN6ULA1I01,11 s r 7TED6 MIL R BARRIER ACTED FILL h CNw A1. 6 2 • 5 BARS . T A 1 WALL SECTION - CMU rrr ONE STORY - MONOLITHIC 6HING.L." OVER W FELT OVER 1/16' OAB. OR NU' COX WOOD TRUSSES STRAPPED A6 SHQIN ON TRUSS LAYOUT DO PT. OVM" CDR OVER 2X6 SUBFASGA IW C)NT. ALUM VENTED SOFFIT LINTEL BLOCK WA • 5 BAR MASONRY FINISH OVER CM BLOCK WVS DOWELS 8H(NN LOCATIONS ON FC04DATICN PLAN 6Y W IS - lad NAW.S WALL SIDS F READER V WY H- IBd NAILS BOTTOM OF HEAD ROOF PPA-11 3. MEMBERS (SEE COMECTOR CHART SCHEDULE FOR TRIM STRAPS) DOUBLE TOP HATE 1A6' OSB OR CDX PLYWOOD EXTERIOR SHEATHING NAILED IWI lad GALV. • 4. O.C. EDGES AND Q' OC. FIELD 2.4 P. T. WALL STD W (3)L7' M A4CNOR DOLTS TO BLOCK VN DIA X S' A CHM DOLTS EMBED 6• ML INTO FOL RATION RV 2505dW WASHERS. LOCATED IUTI N 6' OF EACH END AND 32" RL OC- MAX ELSEWHERE V STRAP EVERYY ' ti7' WY W-Had 2X4 P.T. "mom PLATE FLOOR FRAM INCs OTHER STD NAILS " 80tt. M OF UALL HEADER snlDs UN 9 R SHOD24" O/C) TYPICALFA.MING AND CONNECTIONS FOR OPENINGS BLOCKING REQUIRED• PROVIDE 2X4 BLOCKNG IN THE FIRST THREE FRAMING SPACES AT 48" O.G. REMAINDER TO BE BLOCKED AT 96" OTC. OR RAT RUN FASTENING: FASTEN FLOOR 3HHEATHING TO FRAMING Ill/ UJM4 Sd C01" ONS OR Sd HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) 6" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING BLOGKINCs is 48" O/C MAX. IN FIRST THREE FRAMINCs SPACES t 96" O. G. THEREFORE FLOOR BRACING AT ENDWALLS BOLTS • 46' MAX WV 6' SXSXW CMU ITTPJ MR EMBED. ( TYR) T1a158 (!,, '' t ' O o 11 . IOW F. T. 2X6 WV W' DIAt. V EIMTS a 48' MAX. W 6' MN EMBED. (TYPJ- DETAIL: TYPICAL JAMB FASTENING g OVERHEAD GARAGE DOOR 2M HESE-WOUREMENTO APPLY HEN WINDOW/ DOOR IAN FACTURER' 8 FASTENING IETHOO 15 NOT SPECIFIED. PT D( BUCKS FOR UM42OW8 AND DO/)RL U fiEE MANPACTURERS,INSTALLATION INSTRUCTIONS. . 2) ALL WINDOW'.MiMB MUST BE RAIL WIDTH OF SASH. INSTALL. FASTEN W PER MAN INSTRUCT ALL WIND WIDTH OF FOR PT BUCK FASTENMG AND 35 ULL pL tW Q 1 r O W JUZ0 O W ' vJ LNQiL QZW V W 00 N r_ J W 0 r• 1 L N d a sheetS1 Of: 11 0 SADDLE GRIC.KET MATCH ROOF SLOPE sLoft SADDLE CRICKET (9 CHIMNEY TYP. DETAIL N.T.S. CONT. 2X4 NAIL TO EACH TRUSS MEMBER ROOF TRU59 GI -I I IN 1/16• SOLID ROOF TRUSS 055 OR 42, CDX FRAMING SECTION THRU CHIMNEYCEiINTERIORCHIMNEYCH ICp INTERIOR CHIMNEY DETAILS ROOF 5FEATHNG OVER TRUSSES SEE NAILING ZONES) 2x4 LEDGER TO MATCH BOTTOM 2x4 LEDGER TO MATCH BOTTOM BACgJAIL W/ (2)16d NAILS C 40RD SLOPE OF SCISSOR TRUSS iCABLE KING - 48. OL. 2.4 BLOCKING • 48' O.C. ATTACH TO WEBS WtW CLUSTERS CHORD SLOPE OF SCISSOR TRUSS OF (2)10d NAILS E ATTAO4 TO UIEBS WTH CLUSTERS "L• BRACE - D W 10d NAILS OF (2) 10d NAILS ATTACHED UV Wd NAILS 71 TYPICAL •4' O.C. TYPICAL RUISS UJEB / r SECT I ON GABLE TRUSS WEB SRY LE "L• BRACE DETAIL / R \ EGTION RACETO EXTEND EE TABLE)L 1 DOUBLE L' BRACE DETAIL GABLE TRI55 SHEATHING GABLE 7R195 2x4 SPRUCE OR BETTER SIMPS N A35 • 3'-0. O.G. I p g OR LATERAL BRACES • C_0• Zx4 SPRUCE OR BETTER Vl(GDX O.C. ATTACH (2)16d TOENAILS LATERAL BRACES • 4-R.' STRAP TIFF "D" OL, ATTACH (2)16d TOENAILS 4W OLJ Wd NAILS i0d NAILS " 4' O.G. 4"Or. 10d NAILS • 4" OL. 2x6 P.T. SILL DOUBLE LINTEL • GABLE END W/ (1) 5 COINEACH URSE 2x4 DRYWALL. NAILER 2x4 5 VERT. BAR TOP PLATE SEE PLAN FOR LOCATION) 2x4 PANEL BLOCKPY+ 48" FOR THE (4) ROM OF TFaISSE GTYPICAL ABLE ATTACHMENT TYPICAL GABLE ATTACHMENT FROMNDATTAEA11V TYPICALATTACHEDW (2) 16d TOEN All TO CONCRETE END U)ALL TO UJOOD FRAMING END WALL t THIS INSTALLATION IS N ADDITION TO NOTE, THIS INSTALLATION 15 IN ADDITION TO GYPSUM WALL BOARp / BRACING R=O)IRE7IENTS OF TRUSS MANUFACTURER .BRACING REOUIREMENTS OF TR153 MANFACTURER LJ` G N 2x8 P.T. LEDGEIY/ UPLIFT 6 OF MT516 MN 10d NAIL$ MR 6 OF 3110 FROM TRUSS STRAPS TO PEAT. TAPO" TO CM MANUFACTURER 51118 N) EACH STRAP) EACH 5TPAP) 0-131 1 1 4 132-1460 2 l 4 F AN 'A" STRAP IS MISPLACED OR FORGOTTEN AFTER THE POURING OF THE LINTEL BEAM AT TOP OF CMU WALL THEN A SIMPBGN MTSI6 CAN BE SUBSTITUTED FOR EACH MISSED 'A" STRAP (TYP. UOW PLEASE SECURE EACH M 616 STRAP FOL.LOWNG. THE ATTACHED TABLE AND ACCORDING TO THE UPLIFT SHOWY FROM THE TRIM MANUFACTURM 04STALL ALL LINTEL BEAM UV (I) 5 CONT_ SIMF'SON MTSI6 ATTACH TAPCONS EVERY OTHER HOLE NOTE. TAPCAY' SHOULD 13E INSTALLED N STRICT ACCORDANCE UXT14 THE MAMFACTUR.ER5 FCC 1MI3,VATIONS MS MISSED "A" STRAP DETAIL 7E 20 Ga. GALV. W. FOR TRUSS CN CI'RU THE MISSED FILLED CELLS CAN BE REPA(RED BY EPDXY GROUTING lU 5 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS ' CONCRESIVE LIQUID LPL OR EQUIVALENT ") INTO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELLS SHOWN ON PLANS BUT NOT FILLED IN THE FIELD PROVIDE 6" MIN. EMBED. AND 3/4"T HOLE INTO THE BOND BEAM AND THE FOOTING TOP OF 13OND BEAT m BEAM W/ PROVIDE 25" ( U 5 CONT. SPLICES-CTYPJ B• CCU WALL- EPDXY CIRCUIT 5 REIBAR INTO FOOTING. AND BO TOP OF FOOTER BEAM W/ 6• MN. EMIBED- It NOTE. EPDXT GROUT SHOULD BE INSTALLED N STRICT ACCORDANCE WITH THE MAMFACTUREWS RECQ't'EWDATIONS. MFC MISSED F11LED CELL DETAIL E-IRT. 0 24. OL, 2x E RHG • EA SIDE (TYPJ f ARI F 24• OL, CMU OSB SHEATTHING FLOOR PLAT! S VCONTINUOUS 2-2: O/G -O' TOF 16• o5B EA SIDE (TYPJ OR V2' CD 2-2x4TOPPLATE 2X4 STUDS 1/16 PROVIDE 16' O OR 2x4 BLOCK -NY EA SIDE (TYP-) CHIMNEY DETAIL CONNECTION RTs. I I I TA6' OSB OR LV COX I 2x4 DIAL. BRACE • 48. O.C. W/ (4) IOd NAILS " EA END FIRST TWO BAYS _ I GABLE TRUSS i®d NAILS • 4' Or - DOUBLE LINTEL • GABLE ETD W/ (U 5 IN EACN:COURSE VU• X B• WEDGE ANCHORS 32, O/C U 5 VERT. BAR SEE FOUNDATION FLAN FOR EXACT LOCATION) 5 24' Ai 48• 34_ oc. FTd7VIDE (V 5 AT 48• O,C. VERTU AND (2) 5 _ BELOW EA. POST LOCATION FILL ALL CELLS WITH-2500 PSI CONC. ALTERNATE HOC" -N FND. BRACE EXTERIOR SIDE. OF WALL DURING S' COMPACTION OF THIS AREA 5 . 45" OG. —\ 4T WALL SECTION Q FRONT ELEVATION SIDE EXTERIOR CHIMNEY DETAILS ELEVATION ECD L' BRACMQ REOU(TS STUD SPACINGND L' BRACE CI12x4 L' BRACE 2) 2x4 L• BRACE 2) 2x6 L• BRACE 1. V-0" - 4'-5". W-5" - V-W' - 8'-0" - 11'-5" I U'-0" - 24" 1-1" - 4,-,. 4.-., _ 6._D. 6._D- _ w-io" 8.-D" . D'_a" NOTE, L' BRACE MUST EXTEND AT LEAST •J0z Gt aEn ttn[»+1 GABLE TRUSS jam L' BRACE W/ 10d AT 4" OL. 11 1\ (SEE SCHEDULE FOR S1g AND LOCATION) i-- CONTINUOUS BEARING GABLE END BRAQWG DETAIL WIND SPEED We MPH, MEMI UTALL HEIGHT UP TO 30'-0" SEE F1tta POST SIZE U 5 CONT. PROVIDE OPEN HEAD JT. AT 4W O.0 FOR WEE" SLOPING GRADE AWAY FROM HOUSE CONT. AS 2'-0' 3' CLR COV. SFIDIIIN ALL REBAR (TYPJ RET INING WALL AT PATIO R WP NOTE. BRIACE SIDE OF WALL ADEQUATELY OARING COMPACTION FOR PATIO SLAB. LEAVE BRACES IN PLACE FOR T DAYS AFTER - PATIO SLAB I$ POURED IRRICAME ENGINEERING 407) M-9003 TO, (407) 774-8477 P. O. Box 1 11613 ALJAMSQ1 OM SP101M.5. R 32716 Tt10u(S 1 A1.ERPE/ 47619 2) SIMPSON T522 (2430Lb. max UPLIFT) or G,g R (2) W"ES RT22112 MaWl_b. max UPLIFT) or 2) SEMCO AD5-2 (3412Lb. max UPLIFT) 2x4 POST SEE DOUBLE T PLAN FOR QUANTITY , PLATE S. MN II E7'®EDII DETAIL for ( 2rsG SUBSTITUTION. for (I) II • CARDER CONNECTION 3/4• . r-0' U) QF— j Q 0 In W 00 WW Z W Q J U W W 00 W Vr J W 0 i fill w 1eNatoln.. a. 1w Q. SYN CL drawn AY dmw design dledmd dy arrw w dale OT-22-01 pAp Sheet V L ^ 6ClYN! Of a f PERM, r.- PLAt-AS 'h`WlE-'VVED CITY OF SANFORD