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Home My WebLink About140 Bristol Forest Trl - BR03-002605 - SFRPERMITADD R'SS CONTRACTOR Centex Homes ADDRESS -- 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407- 661-2176 049689 PHONE NUMBER PROPERTY OWNER 100MMM PHONE NUMBER N ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR W= PERMIT NUMBER FEE SUBDIVISION cn cn mvz PERMIT VALUATION SQUARE FOOTAGE —0040-- a 2 I This is to certify that the building located at 140 BRISTOL FOREST TR for which permit 03-00002605 has heretofore been issued on----8714/03 has been completed according to plans and specifications filed in —the office of the Buildin Official rior to the issuance of said building complies with all thepermit, to wit as 7 e 1 ec t r, building, plumbing, electri 1, zoni g and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes— No DATE APPROVAL BUII.DING: FIRE- Finaled Inspected ZONING: Inspected UTILITIBS: Water Sewer Lines In Ala Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage 03 Paved CMaintenan e Bond Name Street Signs Lights Storm Sewer Driveway Street Work DESCRIPTION DATE AMOUNT 01-APPLCTN FEE -ELECTRIC 9/0-2703 1-0—.00 01-APPLCTN FEE -BUILDING 8/14/03 10.00 01-APPLCTN FEE -MECHANIC 9/23/03 10.00 01-APPLCTN FEE -PLUMBING 8/27/03 10.00 02-ENGNG DEVLPMT FEES 8/14/03 10.00 01-FIRE IMPACT - RESIDENT 8/14/03 59.27 01-LIBRARY IMPACT FEE 8/14/03 54.00 01-OPEN SPACE 8/14/03 279.61 PAGE: 2 This is to certify that the building located at 140 BRISTOL FOREST TR for which permit 03-00002605 has heretofore been issued on 8714/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes- No 01-POLICE IMPACT RESID 8/14/03 91.93 01-RADON GAS TAX FEE 8/14/03 10.10 01-ROAD IMPACT'FEES 8/14/03 847.00 01-RECOVERY FD/CERT. PGM. 8/14/03 10.10 01-SCHOOL IMPACT FEE 8/14/03 1384.00 WD IMPACT:SINGLE FAMILY 8/14/03 650,00 SD IMPACT:SINGLE FAMILY 8/14/03 1700.00 B NGOFFICIE D O SINGLE FAMILY RESIDENCE**** D A T E PERMIT #: ADDRESS: \\-\ CONTRACTOR: MEMIM The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. n gineerino Public Works Utilities ElFire D Zoning IDLicensing 11\ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) as CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: P E RM I T # ADDRESS: -\\—\ CONTRACTOR: mmx The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ElFire TZoning -1 n ' x!1-ublic Works DLicensing CONDITIONS.- (TO BE COMPLETFID ONLY IF APPROVAL IS CONDITIONAL) M CERTIFCATE F OCCUPANCY REQUEST FOR FINAL INSPECTION! 1 I ! 4 SINGLE FAMILY SID N * * T - PERMIT CONTRAC preparedThebuildingdivisionhas inspection, please location and is requesting final inspection by your department. After your been denied or approved with conditions. Your prompt attention will be JEngineering 0 Fire Public 'Works O nning o tilities Liceansin t. ONE IT'IONS:. j- `13E MIL TED ONLY IF APPROVAL IS CONDITIONAL) am FEDERAL EMERGENCY MANAGEMENT AGENCY 0,M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200,1: ELEVATION CERTIFICATE Important: Read the instructions on paqes I - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWWk's NAME Polk;II Number CENTEX BUILDING STREET ADDRESS (Including Apt,, Unit, Suite, and/or Bldg. No) OR P.O. ROUTE AND BOX NO. 140 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 23, PRESERVE C@ LAKE MONROE BUILDING USE (e.9,, Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ET OPS _(Type): 9##0 - ##' - ##.ffivor ##.#####° El NAD 1927 El NAD 1983 El USGS Quad Map El Other: 0= 040C.-as "44 011801-M81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2COUNTY NAME 31 STATE SEMINOLECOUNTY120294 SEMIO FLORIDA B4. MAP AND PANEL BTFIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER 135, SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of Wing) 1202M35 E 4117194 4/17N X N/A B1 0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 0 FIS Profile 0 FIRM 0 Community Determined El Other (Describe): Bl 1. Indicate the elevation datum used for the BFE in B9: 0 NGVD 1929 [1 NAVID 1988 F-1 Other (Describe): BI 2. Is thebuildin Iocaked in a Coastal Barrier Resources, S slam CBR area or Otherwise Protected Area (OPA)? ] Yes ®No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: EJ Construction Drawings* El Building Under Construction* Z Finished Construction A new Elevation Certificate will be required when construction of the building is complete, I C2. Building Diagram Number I (Select the building diagram most similar to the building for which this cerfificate isbeing 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, V1 430, V (with BEE), AR, ARIA, ARIAE, AR/Al -A30, ARAH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. K the datum is different from the datum used for the BFE in Section 8, convert the datum to that used for the BEE. 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 Conversion/Comments Elevation reference mark used — Does the elevation reference mark used appear on the FIRM? OYes ZNo a) Top of bottom floor (including basement or enclosure) 14. 0 fL(m) 6 b) Top of next higher floor N/A . ft(m) c) Bottom of lowest horizontal structural member (V zones only) t/A. .80 d) Attached garage ( topofslab) 13. 8 ft(m) e) Lowest elevation of machinery and/or equipment IN servicing the building (Describe in a Comments area) 13. 5.ft#) E f) Lowest adjacent (finished) grade (LAG) 12.8 ft,(m) Z g) Highest adjacent (finished) grade (HAG) 13. 3 Ito) h) No. of permanent openings (flood vents) within 1 it. above adjacent grade 0 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 scaled by a land surveyor, engineer, or architect authorized by law to certify elevation information. certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available, understand under 18 U. S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSACTELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE i320 E. SOUTH ST E , E, 18 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE a 11/24/03 ( 407) 426-7979 FEMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions 161101&*41311 = AMMON DIM MITiNiMt NXI BUILDING STREET ADDRESS (Including Apt, Unk Sut, and/or 809. No.) OR RO, ROUTE AND BOX NO 140 BRISTOL FOREST TRAIL For Insurance Company Use: Pofr,y Number CITY SANFORD STATE FL M SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenVoompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL DESCRIBED IN C3-E IS AN A/C UNIT El Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT Bl 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) [I above or [] below (deck one) the highest adjacent grade, (Use natural grade, favailable). E3. For Building Diagrams 6-8with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m)_In.(cm) above the highest adjacent grade. Complete items C3.h and C3J on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) [:1 above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable), E5, For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? El Yes El No El Unknown, The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowners authorized representative who completes Sections A, B, C (Items C3,h and C3J only), and E forZoneA (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A a Q and E are correct to the best ofmyknowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS E] 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, GIL El The information in Section Cwas 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, E] A community official completed Section E for a building located in Zone A (without a FEMA4ssued or oommunity4ssued BFE) or Zone AO, G3. El The following information (items G4-G9) is provided for community flocciplain management purposes. rMIT _N1111ER G5. DATE PERMIT ISSUED C6, DATE CERTIFICATE OF COMPLIANCEtOCCUPANCY ISSUED G7. This pen -nit has been issued for. El New Construction E] 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 OFFICIALS NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS E] Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 23, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC, 6-7(A), A Rif Jb, I o" A SA O 10, CERTIFIED 70 AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, U-C 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 2, PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 11-20-03, UNLESS OTHERWISE SFIOWN. 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 IMPROVLMFNTS 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 F DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE DASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED, BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 23 BONG N 54'23'H" w PER PLAT. FIELD DATE:) 6-16-03 SCALE: I" = 30 FEET APPROVED BY: --P L 11-20-03 CKB MBOARO 8/26/03 CKEI T PLAN 07/08/03 SDO TPILAN 61-02-03 CK8 LOT 26 PT LEGEND BUILDING SETBACK LINE CENTERUNE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS 1-5 AND SURVEYOR FIRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT F) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK 5 EWALKSIDEWALK C C )NCRETE PAD Cs CONCRETESLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE A:M:ERICAN SURVEYING k MAPPING j CERTIFICATION OF AUTHORIZATION NUMBER LE346393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426- 79 79 I " - 30* GRAPHIC SCALE 0 15 30 LINO 1/2- )RON ROD AND CAP LEI #68 (11/20/03) END NAIL AND DISC LET #68 (11120103) 0 SET 1 2" IRON ROD AND CAPLEI11193 (11120103) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES PONT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYR TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL rp RADIUS POINT BUD OVERHEAD UTILITY LINE 10 IDENTIFICATION ROL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 6IC17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472,027, FLORIDA STATUTES, JOB No. ASM39637 DRAWN BY: FOR M R. MU l HIE AW ® NSCA I PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 23, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC, 6-7(A). A, Co Cam q,7 A s, A e mr "N10 71, Jo. CERTIFIED 10 AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, EI-C NOTE: 1, ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 11-20-03, UNLESS OTHERWISE SHOWN, a 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, S. NOT VALID WITHOUT IFIE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, I HAVE EXAMINED THE F.1,R.M, COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS DO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL As FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 23 BEING N 54'23'11" IN PER PLAT, FIELD DATE:) 6-16-03 - F B 0 REVISED: SCALE: I" = 30 FEET SJY: _SJ-- FIN- FTWAPPROVEDBYAl 11-20:03 EK6 LOT 26 PT LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 1_4 EXISTING ELEVATION CONCRETE LIT [AND SURVEYING BUSINESS I'S LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED END FOUND C CONCRETE WALK SIDEWALK CP CONCRETE PAD CS CONCRETE SLA9 C CHORD LENGTHNGTI I PK PARKER KALON R RADIUS POC POINT OF CURVE E ERICAN SURVEYING &MAPPING::] CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426- 7979 I" 30' GRAPHIC SCALE 0 15 30 END 112" IRON ROD AND CAP ED #613 (11/20/03) TOO NAIL AND DISC ED #58 (11120103) 0 S17 T 112 "IRON ROD AND CAP 0 #6393 (11/20/03) CNA CORNER NOT ACCE551PLE a DENOTES DELTA ANGLE L DENOTES ARC LENGTH C,ET DENOTES CHORD BEARING PC DENOTES PONT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES PONT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYR TYPICAL A/C AIR CONDITIONER CRW CONCRETE BLOCK WALL LIP RADIUS POINT WINU OVERHEAT) UTILITY LINE16IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE 11MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 6IG17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES, JOB NO. ASM39637 IFORMBOARD 8/26/03 CKB PLOT PLAN 07/08/03 SO4 DRAWN BY: P11-6'i PL-AN01-02-0,3 CKB lU FOR itlEWKkklQFIRM AM R. MUSNW CITIr OF SANFORD PERMrF APPL.ICA°ITON Permit # . c ? Date: Job Address: b w Description of Work Historic District: —Zoning: Value of Work; r. Permit Type, Building Electrical Mechanical Plumbing Fite Sprinkler/Alarm Poal Electrical: New Service — # of PS Addition/Alteration Change of Service Tcmpofta y Pole - Mecltanicai}° Residential x'" Non -Residential Replacement New (Duet Layout & Energy Calera Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gras Lines _ Plumbing/New Residential: # of Water"Closets Plumbing Repair— Residential or Connniercial Occupancy Type: Residential t d Commercial Industrial Total Square Footage: Construction Tyre: —# of Stories: # of Dwelling Limits: Flood Zone: (F'EMA form requircd, Rot afi)ce dingo x) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone' Contractor Name & Address - t Phone & Fax_ ?, Bonding Company: Address Nfortgage Lender: Address. Architect/Engineer: Phone: Address- Fax- - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cornet nc.ccd pnor w theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separaia permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. QWNE R'x AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done,in compliance with all aprplicat>ic construction and zoning. WARNING TO OWNER- YOUR FAILURE TO RECORD A NOJ10E OF COMMEN EMEX MAY RESULT TN l t;i) I`WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CON ULT "N YOUR LENDER CR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. N TiCE: [it addition to the requirements of this permit, there may be additional restrictions ap Licable to thi pt aetly Tat may Lr ound in the public records of this county, and there may be additional permits required from other governmental entities lir as water t tagernexstncjs', e agent its, < 1 f de,z 1 =thcncies. 1` Acceptance of permit is verification that I will notify the oskmer of the property of the rjuirements,onda L n I ;"hS 7l Signature ofOti+urrfAgettt Date Stgnature a om ctor/Agent D to U Ss ` I Print Owner/Agent's Name '. ' PriF it (antractor ,,ent; Namr Signature ot'Notarv-State of Florida Owner/Agent is Pcr,onalk ;-no«Tl to Yle or Produced ID PPLICA I ION APPROVED BY iWdg initial & Date) accwa t w?dllwn: Date tore of No:a-v-State of Honc;a Date CaruraetorlAe.-_:> Pcrsorr ,_ `mown to Mc or Produccc -. Zoninb: ----___—___ L, zs — 1 D: Initial fi Date} (hlitial A lktej (hwual & Dal. IAt€`iNRAC+0 TzEBA rTL t Iw kikIIS I `Y $ T 212893 l EXPIRESInE` H. 200 xi Ti Nk• M. 'nk:P fiRi4+ 'y1sA.[e9, Historic District: —Zoning: Value of Work; r. Permit Type, Building Electrical Mechanical Plumbing Fite Sprinkler/Alarm Poal Electrical: New Service — # of PS Addition/Alteration Change of Service Tcmpofta y Pole - Mecltanicai}° Residential x'" Non -Residential Replacement New (Duet Layout & Energy Calera Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gras Lines _ Plumbing/ New Residential: # of Water"Closets Plumbing Repair— Residential or Connniercial Occupancy Type: Residential t d Commercial Industrial Total Square Footage: Construction Tyre: —# of Stories: # of Dwelling Limits: Flood Zone: (F'EMA form requircd, Rot afi)ce dingo x) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone' Contractor Name & Address - t Phone & Fax_ ?, Bonding Company: Address Nfortgage Lender: Address. Architect/ Engineer: Phone: Address- Fax- - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cornet nc.ccd pnor w the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separaia permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. QWNE R'x AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done,in compliance with all aprplicat>ic construction and zoning. WARNING TO OWNER- YOUR FAILURE TO RECORD A NOJ10E OF COMMEN EMEX MAY RESULT TN l t;i) I`WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CON ULT "N YOUR LENDER CR ANATTORNEY BEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. N TiCE: [it addition to the requirements of this permit, there may be additional restrictions ap Licable to thi pt aetly Tat may Lr ound in the public records of this county, and there may be additional permits required from other governmental entities lir as water t tagernexstncjs', e agent its, < 1 f de,z 1 =thcncies. 1` Acceptance of permit is verification that I will notify the oskmer of the property of the rjuirements,onda L n I ;"hS 7l Signature ofOti+urrfAgettt Date Stgnature a om ctor/Agent D to U Ss `I Print Owner/Agent's Name '. ' PriF it (antractor ,,ent; Namr Signature ot'Notarv-State of Florida Owner/ Agent is Pcr,onalk ;-no«Tl to Yle or Produced ID PPLICA I ION APPROVED BY iWdg initial & Date) accwa t w?dllwn: Date tore of No:a-v-State of Honc;a Date CaruraetorlAe.-_:> Pcrsorr ,_ `mown to Mc or Produccc -. Zoninb: ----___—___ L, zs — 1 D: Initial fi Date} (hlitial A lktej (hwual & Dal. IAt€` iNRAC+0 TzEBA rT Lt Iw kikIIS I `Y $ T 212893 l EXPIRESInE` H. 200 xi Ti Nk•M. ' nk:P fiRi4+ 'y1sA.[e9, 5-26-203 12:52PM FROM P I Permit 0 Date: Job Address: D"crtprioo o ff isto ric Dis tM 5 Perfftil Type; Building— Electrical X Mechanical Plumbing Fire Sprinkler/Alarnn Pohl _ FleCtricat New Service — # of AMPS Addition/Alwation Change of Service _ Temporttry POIC Mec4a.uical: Residential — Non -Residential Replacement — New _ (Duct Layout & Fnergy 01 1 1 RNuircd) Plumbing/ New Commercial: 9 of Fixtu # of Water & Sewer Lines— # of Gas Lines Plumbinoew Residential: # of Water Closets Plumbing Repair ® Rtisiden6aj or comatcl-rial Occupancy Type: Residential — Commercial — industrial — Total Square Footage: _ , ConstrucOon Ty!)w _— il of Stories; # of Dwelling Ualts: Flood Zooe. (FXXA form required [Or ')(Ucr "'di, X, rr.lrx--:.- Psi-c6 9 — (Aresich 1rovfo(Owncrship & Lepl Description) 0-ovrs Name & Addrmv Centex Homes 382—P2uL s Ave. Suite 2000 407-661-2150 CoOtcis,;W Natiric & Address: 74 S. Orange Ave. Or o, FL 32806 ECO002494StateUiceasoNumOer; Fax: E e Contact Pcrson:jQhn—Ejadjay _Phone: 407-851-11220 iiond''w Company r 10r"pagc Landar Phone: anQec s tax: ncrtiby rreide to obtain a permit w do the work and inSLAIla6un5 as indi"tW. I certify that no work or instatl3non has comrnejjcc<j prta, ss'salcc of P,c7Trtit and that all work will be pcTforrriotd to tr=t standards of all laws replarmg Con,5ooeriian in this jurisdiction. iundcrsumothat asep'u-aic must be sccurcd for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AJ. R'7',N()I[TIONF-RS, ctc;. 1 certify that all of the foregoing mformittion is accurate and the all work will be done in (een7plia.110C with all applicohIv cl tannp pxrdQn and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY kESOL r I N '1,Y T' VICE FOR MPROV5M5NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAQ4 FINANCING, CONSULT WITH YOUR, LENDER OR AN 7 ) BEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, M- 7, in addition to the requirements ofLMs permit, there maybe eiddinonal restrictions applicable to this property that may be (Qvnd in the pA)hc rccor':" o: r, 5 -Nni-,, and there may be additional permits required from o1h('7 governmental entities such as waLcr manager-ncrit districts, state ugcnci-.s, or AcCtPtancc ot permit is Yon fiiQation that I will notify the owner or the prorcny of the requirzrncnS9-&K—V*U:9;;r!'WW, Sra rare ofOwnter/Agent F P',r-1 0-rcr/Agcni's Nlam,:t n d'l Pcrsonilk Knowi to Nic or 3"' Acri(ovEi) iiy uId Initial 01106 — 0f C0Wd`4cI'5'WAPC1)l Cannon Frini Coritilclor Namc Date Q Wit N1)0 1) VXpiktj-'s, March 78' ""U)5 crIn, XOARYFNciSEW"KV e,' SEVI'i— Nc oj(o " —&.? 77 CITY OF SANFORD PERMIT APPLICATION Permit # : — Job Address: - IF 4,0 _ Description of Work. ? Historic District: Zoning:. Date: 74 % , Ir Permit Ty e° Buildin Electricalpg ec anteaum tng are SpnnklenAlarm r i Electrical: New Service — # of AMPS Addition/Alteration _ Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout .fir. Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures _ # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets 100 Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial 'fetal 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:t 4 ° Phone: Contra , tor Name & Address:- i State License Number C Phone & Fax- COntaet Person } _.____Phone: flooding 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 fo 0w issuance of a permit and that all work will be performed to meet standards of all Taws 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 AFFILiAV[T: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all apphcabi I t : tc 7j4nmg construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 11y YOUR k>r, , ov( TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO Oi3TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT NONCE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional pennits required from other governmental entities such as water management districts, state agencies, or federal agencies_ Acceptance of permitis verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 7 t3. Signature of Owner 4gcnt Date Signature of Con ractouIAgent D e Print Owner/Agent's Nome Pr{hj C «nnactor Agent's me r Signature of Notary -State of Florida - - Date Sid utxe t f Date MY COMMISSION k DD 164260 EXPIRES: November 12, 2006 r F Bonded Thru Budget Notary Services OwneuAgentis _ ___ Personally Known to Me or Contractor/Agent is I sonally Known to Me or Produced ID )1roduced ID lm _ APPLICATION APPROVED BY: Bldg: _ Zoning- Utilities: _ FD: Initial roc Date) (Initial & Date)(Initial & Date) (Initial & Date) Special Conditions: COUNTY OF S[MINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 1O3^75571 DATE: /// TRAFFIC ZONEw 43. LAN1 SE CATEGORY: 001 - Single Family Detached House u Residential WORR DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIGT SCHEDULE DESC. UNIT OF UNITS ROADS -_-----_-------_---_----------------_-----------------------_------------- ARTERIALS CO -WIDE O dwl unit $ 705^00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 | SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOU"T DUE S 2,285.00 STATEMENT RECEIVED BY: ,'|//__ SIGNATU PLEASE PRINT NAME) a DATE, -- NOTE TO 1:*,.ECEIVIN8 SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: &COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF, FEES WHICH ARE Dt_tE 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 OR ' OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF-r7\E COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST' STREET, SANFORD, FLORIDA 32771 ; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT 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******************** 1 10.1 1. — . W" . ..' .. ", .' ". F — p — ai .. - — " #.I I I... This Instrument Prepared By: NAME: Debra A..Riggs-gent Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. RLoll, MI WWQ I WOMW "ORSEv CLERK OF CIRCUIT COURT SE"INOLE COUNTY UK 04920 P6 t528 CLE RK 1 9 # 2o003 t 2 42A 0 RECORDED 07/21/ZM 09121125 AN RECORDING FEES &00 RECORDED BY " Nolden THE UN6ERSIGNED hereby givos,riptice 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 i n Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 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 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 1 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 I year from the date of recording unless a different date is specified) Debra A. Riggs OFTICH MANAGER FOR C13NTBX HOMES, 381 DOUGLAS AVENUE SUIT92000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDORD BEFORE ME MS u,iml-IED COR MARYANNE MOPAG Ct-f,-',,RK (11 CIS CIMT LCOUKI SL,SAIINIOLE C(AUN-A-Y, ROMA A JUL 2 1 By DEBAIA A I RIGGS- O.4FIGB MANAGER CENTEX REAI, ESTATE CORPORATION, A NEVADA CORPORATION WV4 2729 HOLDING CORPORATION, A NEVADA CORPORATION DEBRAA. RIGGS IS PERSONALLY KNOWN TO MB AND DID NOT TAKE AN OATH. 11 NOTARY PUBLIC JACKIF 0AINF,,c; of Florida F`17iI'E'5,JRn 21, ef)04 A CG'801727 ce-ly-e g C0, n CITY OF SANFORD PVR 9l"I APPLICA`T I(?@t tc: Value of Work: Permit Type: Building XX_ Electrical Mechanical —,—_ Plumbing -. 1 ire SprinklerlAlarin -I-----"- Pool _ Electrical: New Service -- # of AMPS Addition='`Alteration _ _ Change of Service temporary Pole____ Mechanical: Residential Non -Residential _ - Replacement -- New _.__ (Duct Layout & F3nergy Calc, Required) Plumbing/ New Commercial: # of Fixtures _- ff of Water & Sewer Lines_.---- # of Gas Lines _-- Plumbing/New Residenfial: # of Water C losets _._ Plumbing Repair — Residential or Commercial Clccupaney "Type: Residential C.ontmercial _ _ Industrial `Total Square Footage Construction Type: # of Stories: # of Dwelling Units: 1 Flood `Lone: -_- (FEMA form required for other than X) Parcel #. _ 930 502 OoO0- _./ _ O (Attach Proof of Ownership & Legal Description) Owners Name & Address . CENTEX HOMES, 385 DOUGLAS AVE., STE J2000, ALTAMONTE SPGS . , EL 32714 Phone: 407-661-2176 Contractor Name&Address: PATRICK J. KNIGHT CENTEX HOMES SAME AS A80VE State License Nnrnber: CG C049689 Phone Phone&Fax: -666L-217&O 1_4N9 _ Contact Person: _JAC,KIE CAINES Phone: 407-467-2643 Bonding Company: NA Address. Mortgage lender. NA Address: ArchitecUEngincer: - ENG VEERING _ Phone: 407-774-9003 Address: _P0. [ (? X 1 Z161 A1I M.Q TE _ J'-A.I E _ 7 f Fac: 407- 7, 74-8477 Application is hereby made to obtain a permit to do the work and installations as indicated_ I certify that no amk 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_ BOILFRS, HFATERS, TANKS, and AIR CONDITIONERS, etc. OWNER S. AF?FIDAVIT: 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 FAIIAJRE7O RECORD A NOTICE, 01, C'0My9KNC'FNIF;N F MAY RFSUL'l IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LF-.NDER OR AN ATTORNEY BEFORE, RECORDING YOUR NOTICE OF COMMF.N(,'F IvIFN'f_ N TICE; In addition to the requirements of this permit, there may be addinonal 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 ofpertnit is verification that I will notify the owner of the propeny of the requirements of Florida en Law, FS 713, Signature of Ow nerrAgent Date Signature of( mictoriAgent Date Print Owner/ Agent's Name Signature. of Notary -Slate of Flonda Date Owner/Agent is _ Personally Known to Me or Produced ID PAT KNIGHT PintC) Icrr A cutsNtme a S ?nature of Norarn State "'f Ic2rida Date' Onmt ictor., Agatm, is XX .- Personally Known to Me or» - Produced II) APPLICAI[ ON APPROVFfD BY: lildl fonine _ Initial X. Dale! littual C Date) Special Conditions law Initial & Date) ( Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL f r sominule County ; AhTe nv prarffr r c4rsxez I IiPI V. First St. t 2003 WORKING VALUE SUMMARYGENERAL S3-SANFORD Value Method: Market Parcel Id: 0000-030230 Tax District: WATERFRONT000- Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES 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: 140 BRISTOL FOREST TRL 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 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 23 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. 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=2219305020000O23(... 7/ 17/03 City of Sanford Building Division Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). Cl 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating tooter 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. Air elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat- Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections C. Fi-airling 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- 91 Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. 11. Square footage table showing footages 1. Garages/Carports sq- ft- 2. Porches/Entries sq. ft. 3. Patio(s) sq ft 4. Conditioned Structrire ft. 5. Total Gross Area 90 .2-0 -_ sq. 11 3. Three (3) sets of completed Florida Energy Code Forms. 4. Sell 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. LI 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. rl. 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 j 20 " Owner/Agent Signature Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www. centex-orlando. corn TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackle 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: PATRICK J. KNIGHT CGC049689 INEXCERNMERN M LOT--4'— mfjiily XIVVMX5 The foregoingJdilument was acknowledged before me this L' , Y, 20a,'l by Patrick J. Knight, Division President of Centex Homes --Orlando). He is personally known to me and did not take an oath. Llk NO ARY PU C lk ryh Orlando Division 365 Douglas Avenue, Suite 2000 Altamonte Springs, Fl, 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.contexhomes.com ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD 300 NORTH PARK AVENUE via HAND DELIVERY SANFORD, FL 32771 Re-, ESTOPPEL LETTER This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the CityofSanfordandasthebasisfortheissuanceofPermitNo. -_ for the followingwork-, _,—LOT_1:9--5 Si I S E RVE AT LAKE MARY SI_NGE _FAMICY RE DENT AL ( FR) CENTEX HOMES hereinafter referred to as the "Owner", recognizes that issuance of Permit No, will be made with numerous limitations as more particularlysetforthherein, The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicabledevelopmentregulations. By issuing Permit No- r the City does not guarantee approval of any oth development orders or development permits. The Owner acknowledges and agrees th no Certificate of Occupancy will • issued by the City for the PROPO&D SFR until all required land development approvals have been obtained —and all requir improvements have been installed, inspected and authorized for useby the City. T Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance wi all applicable development regulations. I The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or 90- the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No, The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: Ar6, tore Printed / Typed Name A nature VVA Printed / Typed Na e STATE OF FLORIDA COUNTY OF SEMINOLE Signature PATRICK J. KNIGHT Printed / Typed Name DIVISION PRESIDENT The foregoing instrument was acknowledged before me this JUL1 5 ?0011 day of by PATRICK J. KNIGHT —as DIVISION PRESIDENT for — CENTEX HOMES El who is personally known to me or El who produced their Florida Driver's License as identification, Notary Public Print Name: My Commission Expires: KITCHEN A KJTCHEN 5 E-V4'=r-V___ 5CALE- V4'=P-O' KITCHEN C, BATH D SCALE- t,4'=V-O' SCALE- 1/4'=F-C' W-ERDR-ELEVAILON 5 Sr -ALE = 1/4' ml'-O' PRE—ENGINEERED MOOD TRUSSES, UPLIFT GONNEGTOR. SEE ROOF TRUSS LAYOUT FOR OUANTITY AND SIZE. AST LINTEL- SEE LINTEL FLAN FOR DEPTH AND RE13AR 16"XI6" (_OWRETE 5LOr,< GOLUMN klV 2 #5 REBAR, SEE FOUNDATION PLAN. T AFF FIN. GRADE 5 1/2 CONCRETE 24"X24"XI2' DEEP COLUMN5L0SLABFOTERY415 #5'5 EAGH NAY BOTTOM OF FOOTER TO BE 12" MIN BELOW 6RADE FRONT PORCH SECTION SCALE: N.T-5. Tm ht,OTE, RATIONATION PLAN FOR FILLED CELL LOGATION. ALL 5TFWGTUF_AL WOGV WEADEf;Z5 TO BE DOUBLE 2" X 10" LNLE55 NOTED OTWEfW5E OFF AiT_ LOFLATION SH_ EGPESS own BATH E 5(-ALE- 1/4'4-0' ir V RAT rta FT 20-51 y 1 SH-25 DRYEIR U-8 x U-O' 221 -24) VFUTCO PATIO REFG. 6068 S.F D, 211 - 28) Io ENT44EL. 3/ 4 el C", Y- 4 W_ 511-2 id 2." KITCHEN s YES V RAT U'sJ, zmas -",- iZ,11 CAFTET RR F f UATR, ' s Ll 7, 4r W-,WC17NMR61 TM 12 Lo 00. AFM9 vi 7 FFLIVE = WE cclazTla4 AR NOTF., AIR HANDLE To PAVE MK OF 4'CLFARA ON LEGEND IEII= TFI65 ORr. - V-0° AFF. ROTE: ALL WTEFjOR WALLS TO BE 3 1'2' E55 CTi-EFW-' E NOTED. NOTE- ELEVATION 'A' eO, FT. CALCULATIONS LIVING 1562* LANAI o ENTRY n OTHER 0* GARAC- Z 3W * TOTAL AREA L14MR FOOF wo PATIO 40 TOTAL AFEA 20W am FM FAMILY ROCM CAff _ RR v RAT all AIL SFGES SPACE 15PALL BE MK 12" 26415 at T CAFTE7 FU 21 RX CV is2 - CAR GARAGE coc FLRIE,' X T O.H. GAR_ DR. M=. ODua-E UNTEL L- G- B_E END 13ETAIL SH. 7 LILLIVATIGN B' ONLY OBL- 25 211- 28) EGRESS 8, RAT A,la- Amy in rq PRECAST W E K ( 5T LINTEL PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 23, PRESERVE AT LAKE MONROE AS RECORDED IN FLAT BOOK 62, PAGES 12-15 OF THE PUB[ -IC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS [IONS (LOT ONLY) LOT 23 CONTAINS 6000 SQUARE FEET :L (LOT ONLY) NILS STRUCTURE CONTAINS 1980 SQUARE FEET mx-L CONCRETE --S-c—'5 -(vvF-T1-1I-N- LOT ON0) S —QFT, 1 TOTAL SOD 3455 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 42% SQUARE FOOTAGE (UP TO CURB) LOT 2.3 UP TO CURB CONTAINS 6550 SQUARE FEET t THIS STRUCTURE CONTAINS 1980 SQUARE FEET CONCRETE B98 SOL FT, ± INCLUDING (SIDEWALK /APRON) TOTAL SOD 3672 39_FT :t 12.7 S LOT 26 7 6, 41 q, 4 Tc?qr( Q 13 LOT 24 Q) Q1 6 of Q), S0 0, I LOT 220IP 1001 6 01 6 Aj0 q, A:) by sa cl) 6 IL7 11 \ Ol 00500l1917ol 0k To BUILDING SETBACKS PT FFN ON f; 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: C[--NTI--X HOMES 1, ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIIENI- 1HIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY, [HIS IS NOT INTENDED FOR THE CONSTRUCTION OF filt- PROPOSED HOUSE. REFER 10 HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL- BUILDING SET BACK I-INES SIICWN HERCON 15 PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED TOE FJR.M, COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS 10 VEIN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY FINE OF LOT 23 BOB(, N 54'23'11" W PER PLAT. FIELD DATE:) REVISED: SCALE:- —1- = 30 FEET APPROVED BY: SJ JOB NO --ASM39637M32 I" - 30' GRAPHIC SCALE mn, 0 15 30 Pv A loLifulo,, 11 , ", ) A' 4 41 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT Of WAY FINE PROPOSED ELEVATION PROP05ED DRAINAGE FLOW CONCRETE ED LAND SURVEYING BUSINESS I-S LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAY M) MCASURLD END FOUND C/W CONCRETE WALK S/W SIDEWALK cp CONCRE LE PAD PO PLAT BOOK p RADIUS PGS PAGES MAPP—ING CERTIFICATION OF AUTHORIZATION NUMBER 0#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426 - 7979 MLW MINIMUM LOT WIDTI I POD POINT ON BOUNDARY PCC PONT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIA1, RECORD PD PLANNED DEVELOPMENT 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.U. DENOTES CHORD BEARING PC DENOTES PONT OF CURVATURE PI DSECTIONDENOTESPOINTOFINTER PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT cS CONCRETE SLAB C CHORD LENGTH SQ FT, SQUARE FEET NO NATURAL GRADE R/W RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID MTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. M. D FIfJPPO 7—:9-63 FIRM PPsm 15 '38SMV538 DATE PLOT LEAN 017109103 SDO DRAWN BY: IPLOT PLAN 01-02-03 CKB M FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Flohda Department of Community Affairs Residential Whole Building Performance Method A Project Name: 15 L il R 6%9 3 Builder: CENTEX HOMES Address: /7 BRISTOL FOREST TRAIL 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 New 12, Cooling systems 2- Single family or multi -family Single family a- Central Unit Cap: 29.0 kl3to,11ir 3- Number of units, if multi -family I SEER: 12.10 4. Number of Bedrooms 3 b. N/A 5- Is this a worst case? Yes 6. Conditioned floor area (ft') 1562 it' N/A 7, Glass area & type a. Clear - single pane 184.0 ft' 13- treating systems b. Clear - double pane 0.0 it, a. Electric Heat Punip Cap: 29.0 kBtu/lir c. Tint/other SllGC - single pane 0J0 it, IISPF: 160 Tint/other SHGC - double pane 0,0 ft, b. N/A 8- Floor types a- Slab -On -Grade Edge Insulation W= 0-0, 163.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a, Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4_1, 916,0 ft' EF: 0-86 K Frame, Wood, Adpicent R--- I I .0, 184.0 ft' b. N/A c. N/A N/A c. Conset-vation credits e. N/A HR-Heat recovery, Solar M Ceiling types DIIP-Dedicated heat pump) a, Under Attic R= 19,0, 1486.0 It' 15- HVAC credits li. N/A CF-Ceiling fan, CV -Cross ventilation, c- N/A HF-Whole house fan, 11, Ducts PT -Programmable Thermostat, a. Sup: Uric. Ret: Unc, Ali: Garage Sop. R-6.0, 1,0 it W-C-Multizone cooling, b, N/A Mz-I I-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 22624 Total base points: 22825 PAOO I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED By. DATE - I hereby certify that this building, as designed, is in compliance with the Flori a Energy Code, OWNER/AGENT: DATE: JUL 1 0 2003 Review of the plans and specifications covered by this SIff S7r40 calculation indicates compliance with the Florida Energy Code. Before construction is completed P4 this building will be inspected for 0 compliance with Section 553.908 Florida Statutes, Or) VV r, B UILDING OFFICIAL- L: a CDATE: , I` EnergyGauge ®R (Version: FLRCSB v3.2) FORM 60OA-2001 1111111rivirlin'11111111 111111111 =1111111:1 1111 BASE AS -BUILT GLASS TYPESGLASS Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1562.0 25.78 7248.3 Single, Clear SW 1.4 6.0 32,0 52.82 0.91 1539A Single, Clear SW 1-4 6.0 32.0 52.82 0.91 1539.1 Single, Clear SE 1.4 8,0 40.0 56-64 0,96 21810 Single, Clear SE 1.4 6-0 32.0 56.64 0,91 1647.2 Single, Clear NE 1-4 6.0 MO 43.65 0.93 652,2 Single, Clear NW 1A 6.0 32.0 37.74 0,94 1130.2 As -Built Total: 184.0 8690.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 184-0 0.70 128.8 Concrete, Int III Exterior 4.1 916-0 1,18 1080.9 Exterior 916.0 1.90 1740A Frame, Wood, Adjacent 11.0 184,0 0.70 128.8 Base Total: 1100,0 11869.2 As -Built Total: 1100.0 1209,7 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 0-0 0.00 0.0 Exterior Wood 20.0 720 144.0 Exterior 20.0 4.80 96.0 Base Total: Mo 96.0 As -Built Total: 20.0 144.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM XSCM= Points Under Attic 1444.0 2A3 3075.7 Under Attic 19.0 1486.0 2_82X1_00 4190.5 Base Total: 1444,0 3075.7 As -Built Total: 1486.0 4190.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 163.0(p) 31.8 5183A Slab -On -Grade Edge Insulation 0.0 163.0(p 31 M 5199.7 Raised 0.0 0-00 0.0 Base Total: 5183A As -Built Total: 1610 5199J INFILTRATION Area X BSPM Points Area X SPM = Points 15620 14.31 22352.2 1562.0 14.31 22352.2 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3_2 FORM 60OA-2001 ADDRESS: PERMIT #: AS -BUILT Summer Base Points: 29458.0 Summer As -Built Points: 31387.5 Total Summer X System Goolilngl Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 31387.5 1,000 1,087xl,150xl.00) 0.282 1,000 11057.4 1 29458.0 0.4266 12566.8 31387.5 1.00 1.250 0.282 1.000 11057.4 EnergyGaugel-11 DCA Form 60OA-2001 EnergyGaugeOlHaRES'2001 FLRCSB v3.2 FORM 60OA-2001 H'172111111 1111will I I A6DRESS:,,, PERMIT #: BAS E AS -BUILT GLASS TYPESFXFIoorA8Conditioned X BWPMPoints Overhang Area Type/SC Ornt Len Hqt Area X WPM X WOF Point,i A8 156Z0 5.8E 1647.6 Single, Clear SW 1A 6,0 32.0 9,22 1.03 302,8 Single, Clear SW 1.4 6,0 32,0 9.22 1.03 302.8 Single, Clear SE 1.4 8.0 40.0 8,34 1.02 341.0 Single, Clear SE 1A 6.0 32.0 8,34 1.04 278A Single, Clear NE 1A 6.0 16,0 12.00 1.00 192,1 Single, Clear NW 1A 6.0 32-0 12.23 1.00 390.4 As -Built Total: 184.0 1807.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 184.0 1,80 331,2 Concrete, Int Insul, Exterior 4.1 916.0 131 3027.4 Exterior 916.0 2.00 1832.0 Frame, Wood, Adjacent 11'0 184.0 1.80 331.2 Base Total: 1100.0 21612 As -Built Total: 1100.0 3358.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0.00 0,0 Exterior Wood 20.0 7,60 152.0 Exterior 20.0 510 102,0 Base Total: MO 102.0 As -Built Total: 20.0 1152.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1444.0 0.64 924,2 Under Attic 19.0 1486.0 0.87 X 1-00 1292-8 Base Total: 1444.0 924.2 As -Built Total: 1486.0 1292.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 163.0(p) 1.9 309.7 Slab -On -Grade Edge Insulation 0.0 163.0(p 2,50 407,5 Raised 0,0 0-00 0.0 Base Total: 309,7 As -Built Total; 163.0 407.5 INFILTRATION Area X BWPM Points Area X WPM = Points 1562.0 0-28 437A 1562,0 -0.28 437A EnergyGauge@ DCA Form 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRGSB v3.2 M11 w AS -BUILT Winter Base Points: w 4089.9-1 Winter As -Built Points: 6581.0 Total Winter X System Heatin Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 6581.0 1.000 1.078 x 1.160 x 1,00) 0.449 1,000 3695.6 4089.9 0.6274 2566.0 6581.0 1.00 1.250 0.449 1.000 3695.6 EnergyGaugeTm DGA Form 60OA-2001 EnerqyGauge@/F1aRES'2001 FLRCSB v3.2 Iiiqi i g&IT1,11,W 1 1111 III I III 1111 1111 •1, 111 111 p 11 AS -BUILT WAT R HEATING Number of X Multiplier TotalTotal Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564M 7692,0 WO 0.86 3 1.00 262163 1.00 787 As -Built Total: 78M9 CODE COMPLIANCE STATUS Cooling + Heating + Point's, Hot Water Total I Cooling + Heating + Hot Water Total Points' Points' Pe-ints",_ Points Points Points Points 12567 2566 7692 1... M's 41*OLOI Ii I flu I. EnergyGauge Tm DGA Form 60OA-2001 EnergyGauge(WHaRES'2001 FLRCSB v3.2 KNOWEUPMEOMM Code Compliance Residential Whole Building Performance Method A - Details 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Extenor Windows & Doors_ 606.1,ABC.1,1 Maximum:.3 cfm/sgft window area; .5 cfm/s ftg_ door _area -mm Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the tapptate 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 theperu eter_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 theerimeter, at penetrations and seams. sand_— 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 seated box with 112" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested - Multi -story Houses 606 1 ABC.1 2.5 Air barrier on perimeter of floor cavity between floors Additional Infiltration regts 606.1 _ABC-1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFI have combustion air. 6A,-22 OTHER PRESCRIPTIVE MFASUREA must be met or exceeded by al! -residences.)__ __ - COMPONENTS SECTION RED IREMENTS CHECK Water Heaters 612,1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit be provided External or built-in heat trap rice uired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a purnp timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%_-- — Showerheads 612,1 Water flaw must be restricted to no more than 2.5e allons_per minute at 80 P S IG 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 item. 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. EnergyGauge"" DCA Fora 600A-2001 EnergyGaugeQlFlaRES'2001 FLRCSB v3-2 ji,NFRGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score, the rnore efficient the hotnne. I. New construction or existing New 12_ Cowling systems 2. Single family ormulti-fauuly Single family a. Central Unit Cap: 29.0 kBtuihr _ 3. Number ofunits, if multi-fanuly I SEER: 12.10 4. Number of Bedrooms 3 b_ NIA 5. Is this a worst case? Yes 6_ Conditioned floor area (ft') 1562 ft' c_ N/A 7. Glass area & type a. Clear - single pane 184.0 W 13 Beating systems b. Clear - double pane 0-0 fe a. Electric Beat Pump Cap: 29.0 k1 n /In c- Tintiother SIIGC - single pane 0.0 ft' tISPF: TOO d_ Tint/other SI-IGC - double pane 0.0 tt' b. N/A 8. Floor types a. Slab-Chr-Grade Edge Insulation R=0.0, 163.0(p) ft c. N/A b- N/A c_ NIA 14- Her water systems 97 Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Ireall, Exterior R=4-1, 916.0 ft' EF: 0-86 -- b. Frame, Wood, Adjacent R=I L0, 184-0 A' b_ N/A c. NIA d. N/A c_ Conservation credits e. N/A FIR -Heat recovery, Solar 10. Ceiling types DIIP-Dedicated heat pump) a_ Under Attic R=19.0, 1486.0 ft' 15. IIVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. NIA Ill' -Whole house fan, It, Ducts P7'-Progranunable "rl)ernostat, a. Sup: Uuc. Ret: Une, All: Garage Sup. R=6.0, 1.0 It RB-Attic radiant harrier, h. NIA MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has cornplied with the Florida Energy Efficiency Cade For Building Construction through the above energy saving features which will be installed (or exceeded) ttT STg7 in this home before final inspection. Otherwise, a new EPL Hisplay Card will be completed IV E o Jf/J Yti based an installed Cade canrpliant features. f rrJ ) Builder Signature- ---_. -_ -- — -__ . bate_ AL Address of New Home BRISTOL FOREST TR, City/FI Zip:_LAKE MONROE/32747 NOTE: The home's estimated energy performance score is only available through the FLALRES computer program_ This is not a Building Energy Rating- Ifyour score is 80 or greater (or 86 for a US EPAIDOE Ener-gyStarr"rdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating_ Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at Ww-wfsec_ucf edufor information and a list ofcertified Raters. For information about Florida`s Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824_ E.nergyGaugeO (Version: FLRCSB v32) w)Iet)lefm-) 11d;Z1 OLL- HIK -J1 40(bbI400'J 11". -,)q r wvToe RIGHT J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1562 09-05-02 Prolect Information nAginn Informatic Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 F Inside db 70 ®F inside db 75 OF Design TD 32 'F Design TD 18 OF Da4 range M Relative humidity 50 Moisture difference 43 gr1lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 26956 Btuh Structure 19506 Btuh Ventilation air 0 cfm Ventilation 990 3.0 Btuh OFVentilationairloss0BtuhDesigntemperatureswing Design heat load 26956 Btuh Use mfg- data n Ratelswing multiplier 0,98 Infiltration Total sens. equip, load 20086 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality A'Verage Fireplaces 0 Internal gains 920 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 2457 Btuh Area ff) 1562 1562 Total latent equip. load 4851 Btuh Volume (ft3) 12496 12496 Air changes/hour 0-80 0.40 Total equipment load 24937 BWh Equiv. AVF (cfm) 167 83 Req. total capacity at 0.70% SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.6 HSPF Efficiency 12.1 EER Heating input Sensible cooling 20440 Btuh Heating output 0 Btuh @ 47*F Latent cooling 8760 Btuh Heating temp rise 0 OF Total cooling 29200 Btuh Actual heating fan 1000 r-fm Actual cooling fan 1000 cfm Heating air flow factor 0.037 cfm/Btuh Cooling air flow factor 0.051 cfm/Btuh Space thermostat Load sensible heat ralJo 81 Doldlubc vwvesh4ve b~ mnaaffy ovwriddim prinjoUt cerfified by ACCA to meet all requirements of Manual J 7th Ed. 01)"eulelau-) 110 - el I)r-L- HIM --7 4vj(t)01"U0-.1 RIGHT-J CALCULATION PROCEDURES A, Bi C, D Entire House DEL AIR HEATINGAIR CONDITIONING,R Job; 1562 0""2 109 COMMERCE STREET. LAKE MARY, FL327PhOne: (407) 831-2665 1_ Winter infiltration AVF 0. 80 ach x 12496 IP x 0.0167 = 167 CfM 2, Winter infiltration load 1. 1 x 167 ofm x 32 OF Writer TD 5866 Btuh Winter infiltration UTTM 5865 Btuh f 204 W Total window W 28,7 Btuh/ft' and door area 1, Summer infiltration AVF 0- 40 ach x 12496 fP x 0,0167 83 cfm 2, Summer infiltration load 1- 1 X83 Cirri x 18 OF Summer TD = 1649 Btuh 3, Summer infiltration HTM 1649 Stuh I 204 fv Total window 8-1 Btuh/W and door area rocedure C - Latent Infiltration Gain 0. 68 x43 grAb moist-diff- x B3 cfm 2467 Btuh Procedure D - Equipment Sizing Loads 1, Sensible sizing load Sensible ventilation load 1. 1 x 50 cfm vent. x 18 OF SurnmerTD 990 Btuh Sensible load for structure (line 19) 19506 Btuh Sum of ventilation and structure loads 20496 Btuh Rating and temperature swin multiplier x 0,98 Equipment sizing load - -serille 20086 Btuh 2. Latent sizing load Latent ventilation load 0, 68 x 50 cfm vent- x 43 grAb moistdiff. 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C 2457 Btuh Equipment sizing load - latent 4851 Btuh Gonstructon Quality is: a No, of Fireplaces is: 0 Sofdrgaft valuos have b~ manually ov"ddea Printout certified by ACCA to meet all requirements of Manual J 7th Ed- wri9htS( Dft Right-SuftaR"WftMI115-5,06RSR26013 200"ar-26 &.1011 AMP, eviieswen" wxZ15flZ1,%2jv Page 1 WZ21DI20015 10:21 VEL- HIN 43 4W'(bb14WUJ NU.,S4'( L0004 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING.R Job. 1562 09-05-02 log COMMERCE STPM, LAKE MARY, FL 3274"206 Phone: (407) 831-2W5 FOY/FAM 2&0 ft 23,0 x 14.0 ft 810 fat F-- Z41 LDYNVIC 6'D R 0 x 14-0 n hmt/cool 20 4 3941 0.01470- 0 01 48 221 0 0 u 0 427 0 0101 0 0 t D 726 0 01 Subtotal loss--4+5,.+l 1+12 5108 LM wmernal heating 0 Lc ss transfrx 0 tleating redialribulim 0 Duct 10" 11 TOW WS = 13+14 S619 Int galm peo* (M 900II AML Sub" KSH gain--7+S-+ 12+16 3D79 LW; ftleml cooling 0 LM transfw 0 Cooling realstflWlion 0 Duct gain 396 Total RSH 9Wn=(17+18)PLF 4,37 7Air requ (Cfftm) 224 11 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. W-5/db/,:e0W-5 Im RIGHT-J WORKSHEET Entire House0DELAIRHEATING,AIR CONDITIONING,R Job: 1662 0"5-02 109 COMMERCE STREET, LAKE MARY, FL 32741$-S2O(i PhOW (407) 831-2666 AL J'7th Ed. I Name of roorn MBR MBTH BTH BR2 2 Length ofexposed wall 28.0 ft 8.0 ft 0-0 ft 31-0 it 3 Room dimensions 10,0 x 12.0 ft T'o x R'D It 9-0 x 8-0 It WO X 10,0 ft 4 Coilngs Condit Option 8.0 ft heat/ cc*i 8.0 ft heat/ccd 0 it hoat/coof 8.0 it heaVcoO TYPE OF CST HTM Area Load (Btuh) Area Load (Bann) Area Load (DVA) Area LoA (Btuh) EXPOSURE NO- i Htg C)g Fe) Htg Cig n H19 Ckj Htq CAO 111) Htg C19 5 Gross a 14B 4A 2.1 224 64 0 128 Exposed b 12C 1,9 0 0 0 0 walls and F2.9 c 13C 3 2 L2 a 0 0 120 paritilons d O O 0.0 0 0 0 0 0'0ecl'O O'D 0 0 0 a of0'o 0'0 0 0 0 6 Windows and a 10 37,0 32 1183 0 0 16 591 glass doois b SC 37.0 0 0 0 0 0 0 0 Healing c 9C 38,7 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 Q 0 0 e 7L 20-8 0 0 0 0 0 0 0 D f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20A a 1677 0 0 a D 0 0 glass doors NEINW 39,4 0 a 0 0 0 0 16 WO Cooling EAN 0.0 00 0 0 0 0 0 0 0 SE/SW 47.4 24 0 1128112a Q 0 0 0 0 D South 0.0 00 00 0 0 0 0 0 Horz O.O a0 00 0 0 0 0 0 8 Other doors 4 10D 14,7 9,9 0 l00 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 a 0 c 0,0 0.0 0 0 0 U 0 0 0 0 a 0 0 0 9 Net a 148 4.15 21 192 685 396 64 295 132 0 a 0 112 516 231 exposed b 12C 2-9 1,9 0 0 0 0 0 0 0 0 a 0 0 0 walls and c 13C 32 1-2 0 0 0 0 0 0 0 0 0 120 78 140 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0,0 0 0 0 Oro 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 Catfings a 16D 13 22 192 326 477 56 95 125 72 122 too 250 434 70 b 0-0 0.0 0 0 0 0 0 0 0 U 0 0 0 a c 0'0 0.0 0 0 0 0 0 0 0 0 0 0 0 a d 0.0 0.0 0 0 0 0 cl 0 0 0 0 0 0 0 e 0.0 0'0 0 0 0 0 a a 0 0 0 0 0 0 f 0,0 0'0 0 0 0 0 0 0 0 0 0 0 0 11 Flows a 22A 25-9 0.0 28 726 0 a 207 0 0 0 0 31 804 0 Notes room 0 19G 1,1 0.0 0 0 0 a 0 0 0 0 0 U 0 0 perimeter c 00 O'n 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 a 0 0 0 0 0 for stab e 0'0 0'0 0 0 a 0 0 0 0 0 0 U 0 0 ltc,ors) f 0.0 O'D 0 0 Q 0 01 0 0 0 0 0 0 0 12 tn a 28-7 81 32 920 259 0 0 0 a 0 a 16 460 129 13 UblotX t0s, S --4 3. 11 12 4030 - 597 122 3183 Less external heating0 0 0 Les.s transfer 0 0 0 cating redistriNhon 0 0 0 14 Duct loss 10 'A 4U - 10% 60 A10PA 12 109A 318 15 Total Ioss A 13-14 44,43 - 134 Int. gains; People Q 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtat RSH qain=7+8-.+124I6 2M 2S6 160 1701 Less external unding 0 a 0 0 Less transfer 0 0 0 0 Cooling redistribution D 0 0 0 IS Duct gain 1 268 1 D -4 26 10 'A 16 1094 170 19 Total FISH garn=(17-1S)*PLF 1,0001 65 2944 1-00 1 - 282 1,00 170 1100 1871 20 Air required (Ctvn) 1 151 24 L_ 14 5 0 L 1301 J Printwt ceffified j ACCA to meet all requirements of Manual J 7th Ed. Im RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job; 1562 09-0 109 COMMEiROE STREET, LAKE MARY, FL32746-6- MOM. (407) 831 2665 I WNU J: 71b F-d- I Ram of room BR3 2 Length of mqxxsed wall 3010 ft 3 Room dinrienskxw 14.0 x 15.0 ft 4 Ceflngs CondiL Option 8.0 ft heat/cooll TYPE OF CST HTM Area Load (Btuh) Area Area Area EXPOSURE NO- ft Ctg Htq 019 Htg clu mtg C19 W CIO 6 GrOS3 14B d 4®6 2-1 170 Exposed b 12C 2.9 L9 0 Z 7 Its and Az 13C 3.2 1,2 GA partitions 0'0 Q0 0 B O'c 0-0 0 f 0.0 0'0 0 6 Wndvws and a IC 37,0 32 11W gtass dom b SC 37.0 0 0 Heating c 9C 38-7 0 0 d I C 37,0 0 0 e 7L 20,15 0 0 f 0.0 0 0 7 Windows and North 20.4 0 0 glass doors NE/NW 39,4 32 1261 Coollng EAN 0.0 0 0 SE/SW 47A 0 0 Sovth 0'0' 0 0 Herz 0-0 0 0 8 Other doors a IOD 14.7 9-9 o 0 0 b 100 143 9.9 0 0 0 0.0 12C 0,0 0 0 9 Net a 14B 4.15 2-1 144 W 297 exposed b, C 2--9 1.9 0 0 0 wafts and c 13C 3-2 1,2 e4 202 75 partitions d CIO, 010 0 a 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 to Ceifings a: 16D 13 2-2 210 356 467 b 0.0 O.O 0 0 D c 0-0 0'0 0 0 a d 0,0 0.0 0 0 0 e 0.0 0,0 0 0 0 f 0,0 0.0 0 0 0 11 Floors a 22A 25,9 0'0 30 776 0 Nole- mm b 19(3 1.1 0.0 0 0 0 perin-AW c 00 0.0 0 0 a is displ. d 0.0 O'D 0 0 0 for slab e 0.0 0-0 0 0 0 fQ=) If 0.0 0.0 0 a 0 12 Infiltration a 25J 8.1 32 920 259 13 Subtotal 1o9s=6+8--+11+12 4102 Less extoml heating a Lp-as transfer 0 k-lecifing nadiditntfion 0 14 Duct loss 101y, 410 A A aA 15 Total 1= a W-14 4512 10 Int. gaina-, people 0 300 0 0 AppL @ 1200 0 0 17 Subtot RSH 9airF--7+8"+12+16 235a Less e4ernall cooi4V 0 Less Vansfer 01 Cociling redistribution 0 18 Dud gain 10 23G 04 0/4 19 Total RSH qa1rF-(17-1ft)PLF LO001- 2594 20 Air required (cf-) 167 133 Printout certffied by ACCA to meet all requirements of Manual J 7th Ed. VCL- rilm 1`4U. -.1-4 wuklj r RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1562 09405-02 109 MMMERCE SMEET, LMT-- MMZY, FL:W46-M6 Ptwic (407) a3i-2665 IN w S D W G L S 0 N A S 0 0 w c w s N K I A L 0 T H V Q N H v v H H N H D Y R L A W R A H L G C R R G T A A w L Z E M D G Z L 0 x y T m R R FOYIFAM n sw a c n 0 d 1 1 90 1-0 1-4 1-0 5.0 47.4 32.0 62 NOOKIKIT n sw a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 47.4 32.0 8,2 b n se a G n 0 d 1 1 90 tO 1A 1.0 7-0 47-4 40-0 7.3 LDYIWIC MBR a n se a 0 n 0 d 1 1 90 1-0 1-4 tO 5.0 47.4 32.0 8.2 MBTH BTH BR2 In ne a c n 0 d 1 1 90 1,0 1-4 1.0 5-0 39A 16,0 0.0 BR3 In nw a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 39A 32.0 0.0 Z. LISTED ssarrw REPORT# ec LL It \. OFF)OKAL =W( 9= 6C49 PwrooTs WCTW . 41-e t I AaMil"iMlasf&T Sc4aws, 9 ' "M wow.C*4 sr ow -TUWA 70 W) Of WT >W X(9AV4) TO PV" A fUM WV-WnW STOPOWVAONOUMOEWMAGEmogmCOKrofs UWAM **%lW*. 00 "ol T"Wu LU41 2.6 1W.00 FVK20 " W, CwLy, VM W Inz IQ " C Ly' rm wrm 37%L lm QA33 OR 2' 7NV 1/0 ACKIL4 U7( KTAOO jwf4l FM m SCALV It WN oxf I/Ir-4 r L.4 sm. I" c 21 ON. "I Vm 10 140NqT. 12-6 K P W'295SS0, 7/16 MwIll .11 = ' "/' y TOP cl"CAvroxlo BON n WK, Coscme), upos 12 GA, 4ALv, SIM TOP 2' UAX. MIL TRIC irMACKV, WH , 2 ' CQ.V, STM '.Is AOLLfAONAIATCHON M - '. I MMbbW IASU199-1 TRAcx ArACNM '. 1" * In" KA 00 *-w- w" CK l/. , )NJT 010 T NORD 3 smoo 10 .CANTS, OR T. I .. C" PEA muo(c pin x " AFrul TkMM a-ACKM ACK7to 4 C14y, STEE vtymv=, P'9' 1= 044--c FLOR" 0.4014146 11 TA" 4-W SUP 044cm Is +24,0 PSF k -24 5 PSF NuO&VI TIE" V_UlmTRAO ONa Tea WK. yW'l??AD4TK N KIN EACH &X Z7,0 PSF rtArA{ xjOF DOM 04wi YT"BCTI ATTACkEP wTA ONC X, NOMIL I-— 0.1&."/ 5c" ONPutLOC E'4' DDC Of DOW, A -A - N4 177 A40 s *:00, [CRAWN BY: SNIM TF,, 4/F3/001SCALE; NrS 00 18/00 -] SIZE I-) t 1 /2' _FC E. 4/ 1 SHEE7 I OF I D64-1 - ; CHECKED By: mww uftM.. slated 0, 1 0.gssoaaV, wins,NO,: 102134 LDJ f l ' Dily, I c I A 0 ARON: Thamsa-Tri M-Swing Door Wood i. Syatsm DiStr.N PRFSSUP,f RaTiNO: a t CUF Art 7NAt *~t £• Singta up to 54 x 8'0 ./.a suder't.^e J r + ux t@° G.C. ngta Posstiva. 67,0 PSF Negative 67.tS PSF n Double up to a'4 x 8•0 s/.o sidWlWas a =-. a Single with Sidetites Positives 60,0 PSF Negative 60.0 PSF Double ./wo Sidelites Positive 47,0 PSF Negative 47.0 PSF r= GOm X. Ox, x0, OX0, XX, OXX0 J NFRu p£'fRA,( 17Ch±i The hood and side jambs om Tn9ajoint ping plonsurin a min. 4-9/16' with a '"/2' re ad stop. 3/ tb' YMCCN MAXt a' O.C. O C3 TYPE ANCHOR 3' t /a> OfPtwAt.L C3 I O 3/14- TAPCON 1 x 2 F1RR04, ( U TYPE ANW7R 1 2. ORYWALL jMASONRY LWA j) TM 4 g /rUASONRY tW7fr1 ti3 tx st;cx (11 n m u vyfirq > u a mEd2EtStQP 3116 TAPCON S., eta a) ®, v 4$ rFN WS , coNCRi-re J, `tia £JD .a TM q reo sue c 4 . 19 2Y 8t1Gt 1 t3 s RD iX Sl1@^B7J:1( M tf1' t>Ff?'wAdl J UkSONRY BLOCK s,. m0 1/16' TAPCON t a 2 Rana; ZQ W TYPE ANCHOR 2X ax:n FWJW4 ELCO TAPCON Of' £OUN_tn 4 235 t.a. Ra ) 3/16' TAPCON 4 cC pSaanata2) Qg PFW as 3/ta° TAPCON f 17Af ANCHOR L- .3" .UA.X. 4- •q 7 _ t/a ° urn, t SHIN &PAC Sew S! JA 9Y3" ZA, . TO ix SLa- TAYi4. iNG) 813.aa4.38Jt 9.IS' MhDA } Y, This system hos been, eva4mted for use in koccGo n c,dhonN to the Florida Buikd'my Code a f awe DATE-' 4/ /b2 Soo and wham pressure tequiramenks as determined by ASC° 7 Minimum Design Loads Oor $uiidirrg90Vtt/s' SCAM N.T.S, and Other Str cturas do net exceed the design c rat,ngs listed herein, VWC, BY: W.t_N. 2. For instofiations .Pwa the sub -buck is imss than 3-112' (FBC section 7707.4.4 Anchorage Methods Gptt, gy; q_.• and sub-tactions 1707,4.4.1 and 1707,4,4.2) Tapeon type concrete onchQm must be used and the DRAWP4 NO,. . 7 O2i6f dengUi must t» such that a minimum 1-7/4" engage nav>t of the Topaan mto the masonry .a8 is obtained. sn[Er t>o DfS1 TnP Thermo —TN Cut-s.inq Door ward Pramos System .-r d aR V531 ATiN 3• MAX 18' 0-e. W dX,°!l M04'.iNd1 51 SugJe up is 6'4 : a'0 ./.o aidsl'tas 5in94e Positive 67.0 PSF McgaTrva 67.0 Doubls up to 8'4 x a°O ./wa sedeiites . ®, Single with sidelites positive 80,0 PSF Negative 60.0 RIF N x. Ox, X0. OXO, xx, OXXO ) oubie ./wo sidejitas ?asitrve 47A PSF Negative 47.0 PSF 0 m A;RAi DESCRiPiiON: The head and vdo jambs are futgerjoint pine + measunN a min. 4-9/16' .1th a 7/2' rabosted stop, 7 3/18" TMCON s 2 tTRTilNO >7 q 3 TYPE PJdCNOR 3Q^py..r 18'O.C, ai iJN7El 1 x 2 FURRING ',a i n ILn 4 o D DRYWALL p J it, APCON vAteCHOR BUC< 3 3/ 16® TAPCON 9 PYPi ANCHOR SPA SWW 3/16• TAPCON 2.25• t,, u vi e y _ TYPE n V 1{J1 zR 7t . a , JAMB ul W 8 x 2.-i/2" 1, m ti.-, TO 1X SUB -SUCK _ 0. a v 1 PF} i t Hw JAMB MASONRY ,9LOCx y '.25' MAX. 0 SUS-S ( > > s SH1M SPACE 1,25. Our. *w ^+ 33 Lifs- W Ewa- LCON $1S?LR TYPEANCNGR . 1.i3• MIN.a _ 4 ELCO TAPCON CR EOU•L TYPE TAFCOH a O EMS, NCHOR233LB, SHEAR PATING) }p 25' MAX Stt@d SPACE ed . b • C7 Z s r, 1 W. N •° e, • OZ raj trqCrC5V) 18 vFta ws : e- x 2 F R e c 1DRMALL VERTiGSL SIDE JWS fx BVCK y 'E, TO Ix SL18-IFT ssuN,Mreaa. 1 x 2 FTRRIN, 1_ T'Ne $yet— has bean evatuatad for use Sn locations oahv inq to the Flwido Building Code 813.684.3831 a 13" . MiN, r and . Here pressure requirements as doterminep by ABC£ 9 Minimum Oasign Loads !w 8uitdings W WKDRYw LL DATE: 4/3/02 fi 2XSUCKandOtherStructuresdonotexceedthedesignpressureratingslistedherein. s i SLOE ,JAMS SGAtE: N.i.s. For instahctrons where Inv sub -buck is thesection n I-1/2" (FBC stion 1707.4.4 Anchom9a Methods d, •... - TO 2XSUS -SUCK 2. 6't1C. 8Y: w.+-N. and sub-secb' ons 1707.4.4.1 and 1707.4.4,2) Topcon type cencrete onchors must be used and the Jength must be such tha8 c muumum 1-1/4" engogement of the Tcpcon into the masonry well is obtained. ORMINO NO.; 3. When using a 1X sub -buck c 5-9/16" j=b is required to clio. for min. wigs spacing for Topcon typo anchors T-022G3 9CL1 1 p t 3 Y #') 77harma—Try M—Swing Ott —Swing Door Wood Frames System Single up to 5'4 x 5*0 :Iwo sideiitez Doubts up to 84 x 8'0 v1wo, sidelites X, ox, X0, OX0, XX' 4XX0 The hood and side jambs ore rOWjoint Phle measuring a min, 4-91le' with c 112' rabbeted stop, DOUBLE 2X HEADER 1/7- Dgrwt.L SHCATYu4 7-2x HEADER ZX =0 2X UACK STUD 2 PFM ws W'Wa ZE7 la 1/2, ORTIMALLroll C—Svo< 25' AkX S W SPACE kua 048. QUIrad ealllv.R TtNC Single Positive 67.0 PSF Negative 67,0 PS,' Single with Sidelites Positive BOX PSF Negative 60.0 pS;' Double w1wo Sidelites Positive 47.0 PSF Negative 47.0 PSF OR DOUBLE DOORgID fT This system has been evalucttd for use in 3occtiors odrs6rig to the F7o4idc Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Swiidil;s and Other Structures do not exceed the design pressure ratings fisted herein 913, 694.3831 CAM 4/3/02 THERMAoTRUS 1. THIS PRODUCT IS dNiGN,-O TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MAUI-DADE COUNTY, Z WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO, 4, DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MLAA41-DADE COUNTY, 6, ;ZI-DADE APPROVED IMPACT RESISTANT SHUTTERS EQUII?ED ME SIDELEE5_ONLY. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATJGN RESJOENr INSULATED FIBERGLASS r"Ll", 0 to all frame conditions Fagg sheets Fibergicss, avg, min. yield strength Fmrnim)-6'000 Psi moothSfor 0.070' minimum skin th;ckness FtberClowic 0,110- minimum si6r, thickness L2LL_lj Polyurethane foam core, withl.9 tbs. density by BASF, i skin is constructed from o 0.070' In Ithee MOW49 9 Z(Sw , The interior covily is fated with 1.9 lbs density SASF potyurethone foam. The"rnel face sheets are glued to thewoodsilesojroils. Thy I, k1ch s reinforced with c wood lock block i- 42'l 5 x 14.0 of the strAe and tleodbolt klWfi0n. The hinge mg Jointed Pev and the top ond bottom mil are of 0 woodcompositematerial. In the double door applicution the incctive door is fitted with an extruded aluminum os1roga7 (Wind Jwlbff 0) of Iit'I63-TII C40y, The frame is conrirucled from fir1r jointed Vne. The the side Z'bs with (3) 16ga- I/ ' crown X ' long h side, The mu iom are sectwed logether in o sidefite application5 x G ft units staples at each long PFH Wood Screws (6) sum per each mullion. use an Inswing Saddle threshold measuring 5.75' x 1.548', WS;dekte C4ozimc The sidelhe panels are sandwich 9Z.", 3P two piecekifmme. They are dry glazed on the exterior it)-P Tape & caulked with acane. The Me frames ore heldwp6e (a! 8 x 1 '12 long Ploscr" I TABLE OF CONTENTS FSHEET # I DESCRIPTION 37.5 MAX OVERALL MOTH 36- MAX. PANEL MOTH T- UJ LJ FE V 4 c, X SNGtf 6WNG2t 74,5 MAX, OVERALL FRAME WIDTH 315.625- MAX, PANEL WIDTH it W ASTRAGAL I ti 177 D 105.5' MAX. OVERALL tHAML WtUJHI 75 5_ MAX. MAX, PANEL WIDTH Z L'JRAMEWIDTH WIASTPAGAL 73. 75' MAX, ti C) ccWIDTH 7.125' MAX. D.L.O. WIDTH If 0 CL z Xz MOLE ALT2ELEE5 —INIMIN-2--u—NJ 68.5- MAX. OVERALL WIDTHAUMODEZ AK_9Qff-Q 36' 5,5' MAX, MAX.' FRAME AFROMWTEPIORPANELWIDTHWIDTHrI 73,75' MAX. WIDTH 7 125' MAX. D'L Q' WIDTH e 7 C In,o, DOUBLE IMSKINQ UNITV-) C"m '06z 10/0 n;"Inm PRESSURE RATING L FLORMA SC&N.T.S., WATERAItK INFILTRATION V Lffy.' JH UNIT TYPE I REQUIREME14T IS NOT N7EDIO d By, 2v SINGLE 67,0 PSF - 157-0 PSF MANUFACTURM- NAMIPSF S-2751 OLE DOUBLtj 55 0 PSF - 55.0 PSF 7 MASTER IL711T1'L4.':F DOOR PANEL C6 Ln 92 oa42 Lo Lo 6' 33 34 0 , 0 SEE NOTE 5 SHT. 4 41 Li NOTE 4 5' MiN, GLASS THK. o C; 25 n FcAm CASKET & SILICONE CAP SEAD ag.6 0 p Q1,68, MIN, PANEL TYK 0 14 Win SEE NOTE 5 SHT. 4 m 1-1 Oa/ I SCALE: 112' Dm' VY; ocii, r: RW 2 or 8 INACTWE ASTRAGAL RETAINER 31 BOLT B.O' LG. TOPC 2) BOTTOM (2) BaTS iNT RI R AT TOP & (2) AT BOTTOM K17-o -ASTRAGAL 1. 15- MIN. Eve, 25 MAX. SHIM FOAM CASKET & 1-5* MIN. C-SINK SILICONE CAP 13EAD 43 EE NOTE 34 SHT. 4 33 25 13 29 w 41 17 SE NOTE I 35 SHT. 4 0 SIDELITE TO BUCK AC71VE U7 SEE NOTE 7 SHT. 4 NEOM'T H'INIEJAMS TO SJOEUTE D tZ,T;TJFACTURERI 41 SEE NOTE 1 SHT, 4 O 8 tin Do0 1. 15' MIN, EMBED. 15, MIN, ir C-SINK C 25' MAX, SHIM SPACE rjto- ON@jTCR'Z, BTO BUCK".. NOTES; 1. SPACING FOR ITEM NO. 47 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES- 5,5 16,5', 27.5®, 38,375-, 49-375- & 60.375-. HORIZONTAL THERE ARE (2) SCREW BOTH Top AND BOTTOM AT 2.125- IN FROM EACH CORNER Z SPACING FOR ITEM NO. 27 (18 x I' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE &4AC7VF DOOR IS ASFOLLOWS: FROM THE TOP DOWN 1-. 3, 5. 18.25. 40.5', 59-25, 74.25, 76.25' & 78.25', 3. THE HEAD JAMS IS ATTACHED TO THE SIDE JAMBS WITH 3) 16GA x 112' CROWN . 2® STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE 'IAMBS WITH 2) 76GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDEL[TE IS DIRECT SET INTO B WITH (12) ITEM NO. 43 (JB x 2' PFH, WOOD SCREW), THERE ARE (4) ATEACHVERTICALJAMS, FROM THE TOP DOWN AT 13,5" 31-, 48.5' 66', THERE ARE (2) AT THE HEADER AT 4- INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE Z) AT THE StLL, 4' IN FROM THE OUTSIDE CORNERS' SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURINGTHEMULLIONSTOGETHERISTHESAMEASTHEPERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WTTH (4) MORE SPACED AT 13.7- O.C. 7, WHEN ATTACHING THE HINGE TO THE .IWB AND THE BUCKUSEITEMNO, 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMS AND THE SIDELITE AT THE MULLION USE ITEM NO, .37 (110 - 1 314" SCREW). m m f R 1,70 MIN. EMBED. 15' MIN, C-SINK w HI GEJAMB TOSUC X, cl 0 36- 41 SEE NOTE I SHT. 4 RH 3 _12111NT R I NNP STRIKE4aSTRIKE JAMS TO SIOELT71E y, i- F1— liw, 1,ZT U--lL l 11 SEE NOTE 6 SHT. 4 16 12 SEE ENOTE SE275' IWAk SHIM SPACE fi 1 ,' W c, Q sY o o , m SEE DETAIL -F' SHT. 5 3 3 3- 3' 3 A i @ I i I I Typ I 13 -TYP. 7 @ SEE NOTE TYP. SEE OfT4JL 3 SHT, 4 SEE NOTE 'F- SHT 5 SEE DETAIL 6 SHT 4 SHT, 5 SEE NOTE Typ SEE DETAIL ),, SHT, 4G- SKr. 5 TYP, 0 2 coo Z SEE OTE 0 LILJ, 3 SHTN, 0 000 T—T i® 111 coui CL I TYP. SEE DETAJL @ SEE NOTE 4 SHT, 48SHT, 5 -ot— TYR. TYRSEEDETAIL G' SH7. 5 14 14 TYR14TYP. J74Tj Typ TYP I 3' 3- -T 6 3' 3' 9!!51 FLORMA B.0-A-F, SINGLE R 22Q2LL_2 W I ftNTRAL MANUFACTURF,R NANEI 7-/- k--) MASTER FMvEtA T= l A o.357' BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 13 t--i 10 13 10 F1 4D all 10 DETAIL ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS STRIKE PLATE TO FRAME OETAIL. -9 AT THE THRESHOLD nF-TAII 'F' — curWN — SEE DETAIL E- TYP. 0 CL Ad DenXZ 50SEENOTE 4 SHT 4 J/Y viaLlm; 0"SULTAHM, fl< al 3.584-Wi 911=9 7—T L4 In SEE DETAIL E- SHT. 5 T'I'P. L CENURAL Fn- rat1 0 SEE DETAIL F- SHT 5 3- 6 3- - 1 6. - T-- 3- f-- I 1 1 3 3' 3- N A I93 SEE NOTE L 13 ryp. 3 SHT- 4 SEE N07E SEE NOTETYP. 3 SHT 4SEEDETAIL 6 SHT. 4 0SHT5 93 CL Typ'SEE DETAIL SHT. 5 SEE OETAJL SEE DETAIL TYR 'E' SHT, 5 H- SHT. 5 Typ. SEE DETAIL 'K' -K' Typ. SEE NOTE 'G, SHT 5 14 All 14 4 SHT. 414 TYR. 14 TYP. I TYP. 3r. 3' yy6. 6. 3' SEE NOTE 3' 14 4 SHT. 4 TYP - 453' GLASS SITE }—,463' GLASS BITE 1/8- TEMPERED25CLASS 25' AIR SPACE 0 1/8- TEMPERED GLASS 36 41 SE NOTE 1 STEEL INTERCEPT SHT. 4 25- SPACER INSULATED GLASS h TCM LIIE FRAME 2LALLG-DETAIL 25 1/8- TEMPERED GLASS Q it .25- AJR SPACE 1/8" TEMPERED GLASS INTE LR 36 z 4 SEE NOTE LU I SHT. 4 z 25" STEEL INTERCEPT SPACER 5" Nau2TED GLASS aaL77E FR4M GiAZING DETAIL I PaL 05/10/01 N, TS. RW I_- 21.51 sin 6 OF 8 4,563' In lo 7 2 2 3 FINGERJOINTED PONDEROSA PINE 1 q22q " 1 734' 99 1. 53 1 SIDELITE TOP 50UDM-R-A-1 LAGER JOINTED PONDEROSA PINE 1.284- 1,232" 33 Fm5m LiP LITEFRAME FX` TRUDED HTS F 2. 1. 69 1. 5- IN. T w 8 3- 2TTOMBOOT 0. 09' EXTRUDED VINYL WALL 0 1. 531 - - ---- TOP { alL woOD COMPOSITE 7, 077 I. 531 CIM- 1 rTr RI ANW SMF STII F FINGER JOINTED PONDEROSA PINE OD I Tcm ahEffm6-T2v,5 2-YpMazuo 34 pJAUC LIE LITE FRAM LKM= TCM T5. 75- ol Lj 1.5. 31 SELF bZ& llTlNQ AQaLLZdffLdZL WOOD COMPOSITE RIK,_E& L VINYL TYP SS 8OTrOM PAIL WOOD COMPOSITE 1 2_375' LM-T 9 WOOD LOCK HLOCK FINGER JOINTED PONDEROSA PINE I rEKw. f-- qEm 1.531" 55. TQP R L w5cif-) COMPOSITE 5,92' — 7 08 179' 4,QH PR IlON NYL TH RfFACXETE —1- LL CORE W jLLL;VXt Yf IV I L 4 3 ' 11 I 79" rn D .1751' WFATHFR-';TRfP By Tj4ERmA-TRU FOAM CELL CORE W/'ANYL JACKET DRILL TRU FOR 357' DA ASTRAGAL DRILL TRU FOR A JB RETAINER BOLTS PF,H WOOD SCREW 2PLCS WNQ,M5ER 11. ?-6ITRI p I s.-- I . 53 1' --- s5, !AMH 510E ZULZSSMP-QZa 1. 53 1 I Z cc coo CC C) LL1,0 ul SgZ_H N too 0 to 46 0ZE Xz fX, Uo ASTRAGAL HAS mq;- zt Z5 2) 8,0 BOLTS 0 BOTTOM BOLTS 0 TOP 24 WINDJAMBER B WR A,SMAL MATERIAL: C7/R"-",u 7n YELLOW m mComm= 51 JLH-21-2002 09-52 MILESTONE WINDOWS 407 323 9729 P.02 90INDIRM Alan Plante, Chief Plans Examiner Orange County BuIldIng Division Administration Building, Ist Floor 201 South Rosalind Avenue P,O. Box 2867 Orlando, FL 37802-2687 407) 836-S760 R F_: Florida Extruders Ferie5tration Masteffile 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 Horne Builders Association's meeting at their offices on 3une 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclatum 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 t1he 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 I Yz") d9 A st influence the lateral resistance capacity of the Concrete screw (i.e. Tapcon)- Therefore, buck thicknesses less than 1 1/20 are acceptable as non-structural attachment-, when the window, door or mullion is installed using a 3/16' concrete screw with a minimum emt)edment on 1 1/6. Concrete Masonry Units should have a wall thickness of I Y4' and a precast sill's thickness will exceed I 'A'. The drawings clearly delineate the requirement that a minimum embedment depth of I 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 Therefore, for Vlorida Extruder installation drawings where a non- sUucturall buck is used, nomenclIature such as -IX buck by others" w similar statements shall be construed to mean that a buck thickness of S. than IL Vz" is acceptable. The definon of a non-structural buck is based on Section IL707,4-4.2 of the Florida Budding Code. JUN-21-2002 09;52 MILESTONE WINDOWS 407 323 9729 P-03 The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. WZ= KaW-QD!!i -e flori x rijdnoLqp—rii--Cum Florida PE License No.,q9752 Florida Extruders International, Inc - Certificate of Authorization No. 9235 C-c- Earl Moore/FEI File PE Sealing Statement: A rubber stamp seal was aj!-.o applied to fa4ilitate reproduction for Orange County Building Division Masterfle scanning - I I Flo if 2540 Jilwatt Lane, Sanford- —FL 3271-1-16" --(4lD7) 3.2-3-3-300 - FbX 467),32243 7 Job Truss 53907228 CJ2 M, JACK ic., Burlington, NC 27215, Jeff Kerr 5.001 1-6-8 Z54(12 T1 LOADING (psf) SPACING 2-0-0 TOLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BOLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 l 1_J-Job_R s Feb 20 2003 MiTek lndu, 2-9-3 a 3x4 -,- cscale . M CS11 DEFL in loc) I/defl PLATES GRIP TC 0.22 Vert(LL) n/a n/a TL20 245/193 BC 0.03 Vert(TL) 0.04 A >548 WB 0= Horz(TL) -0.00 C n/a Matrix) 1st LC LL Min I/defl - 240 Weight: 11 lb BRACING TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) C=27/Mechanical, 8-252/0-11-5, D-24/Mechanical Max Horz 13=35(load case 2) Max UpliftC--37(load case 5), 8--135(load case 2) FORCES ( lb) - First Load Case Only TOP CHORD A-B-1 7, B-C--29 BOT CHORD B-D-0 NOTES ( 3) 1) Wind: ASCE 7-98per FBC2001; 110mph; h-15ft;TCDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint C and 135 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard cz C\ J El CD 53907228 C!7A J49_5 ter mce qpo aler __ _1loa _)__ 0-n—ivirial Forest Products,inc., Burlington—, NC 2721,5,_jeflf_Kerr _5,000 s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 10:25—'.20206 Page Axd = 4-11-11 LOADING (psf) SPACING 2-0-0 1 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 405 A >354 BCLL 0.0 Rep Stress Incr NO WB 0,00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11 -11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-126/Mechanical, B=275/0-8-0, D-46/Mechanical Max Horz B-1 00(load case 5) Max UpliftC-94(load case 5), B-69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-41 BOT CHORD B-D®0 NOTES (3) 1) Wind: ASCE 7-98 perFBC2001; 110mph; h=15ft;TCDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Im 53907228 Job _Rq e e op naReferenceMio Universal Forest Products,lnc,, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10:25: MW Rsm LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0,12 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.03 Vert(TI-) OV A >999 BOLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defI — 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-11 -11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTION (lb/size) C-57/Mechanical, B-204/0-8-0, D-26/Mechanical Max Horz B-63(load case 5) Max UpliftC--52(load case 5), 8--80(load case 4) 100111Lela1*11i NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph;h-15ft;TCDL-6.0psf; BCDL-6,Opsf; occupancy category ll;exposure B; enclosed; MWFRS gable end zone cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise note Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and do not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on thi sheetf conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibi 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. AIMOU.9% low W1101 # UP nom 1, 53907228 CS7C !JACK I 18 A M ic,, Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 Ti!Tek Industries, Inc. 11:ed Apr 23 10:2-57, 0 Scale - 1:4,-, U4 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0,0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a BCDL 10,0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11 -11 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. VNEACTIONS (lb/size) C-1 I /Mechanical, B=1 38/0-8-0, D-9/Mechanical Max Horz B-35(load case 4) Max UpliftC--13(load case 5), B-89(load case 4) Max Grav C-28(load case 4), B-1 38(load case 1), D-9(load case 1) NOTES (3) 1) Wind: ASCE 7-98 perFBC2001; 110mph; h-15ft;TCDL-6.Opsf; BCDL_6,0psf; occupancy category II; exposure B; enclosed-, MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 5390722E esJHCGI Job Reference o tional Universal Forest Procluctsjnc—,, BiuRington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10:25:22 2003 Page 13-6-14 20-0- 26 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 1-0-01 Scale - 1 700 5.00 -2 D O ld 54 5X6 = 5x7 = 52111111111 7x10 MH18H=- 5X6 5x8 = 700 = 7-1 -12 l 3-6-1 20-0-C26-5-2 3 -10-4 40-0-0 7- 1-12 6-5-2 6-5-2 6-5-2 6-5-2 7-1-12 Plate - 4 OffsetsXYUEM273 (-4b (-_38 -4 K -dg0!,O(-4_-112L L -8. ... . _ _Ll_ _kLIL _0127 _e 0- E JL LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.95 0 >496 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -1.57 0 >300 BOLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 026 K n/a BCDL 10.0 Code FBC2001 (Matrix) list LC LL Min I/defl - 240 Weight: 246 lb LUMBER TOP CHORD 2 X 4 SYP No.2 *Except* T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 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 No.2 W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 AEAC71ONS (lb/size) K-3309/0-8-0, B-3309/0-8-0 Max Horz B-- 75(load case 5) Max UpliftK--939( load case 3), B--888(load case 3) BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. FORCES (lb) - First Load Case Only TOPCHORD A-B- 26,B-C--7379,C-D--7425,D-E--10771,E-F--11967,F-G--11967,G-H--11967,H-1--10771,[-J--7440,J-K--7341,K-L=26 BOTCHORD B-Q- 6694,P-Q-6912,0-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-0-779, H-0-1307, H-N--1413, I-N-4200, J-M-275 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL=6,Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOIL-1,60 plate grip DOL-11,33. 3) Provide adequate drainage to prevent water pending. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint K and 888 lb uplift at joint B. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger( s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 33-0-0, and 385.01b down and 258.21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-D-- 60,0, D-1-125.0, I-L-60.0, B-K--41,7 A tb Concentrated Loads (lb) Vert: D--385. 0 6-385.0 Cj 0 X 1211 Job Truss Truss-Type:,,Y x'zYb Ssi3'' i`*$'tU1i'fi'ttfiaual hYvt 53907228 WG2 I-tlP.,e, 9 Job Reference (9ptionaILe, k Industries, Inc. Wed Apr 23 10:25:22 2003 im I um 5x6 = RM 5x 6D is 0- 0 0-1 30 = `" 30 = HEMM 3x4 = 7- 1-12 12-10-4 20-0-0 7- 1-12 5-8-8 7-1-12 PlateµOffsets X Y 00-5 12 0-2 81,11? 0-_3-00-2-4 LOADING ( psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATER GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.13 G-I 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) 0.25 B-I 923 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.08 E n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight: 82 lb s REACTIONS ( lb/size) E-1643/0-8-0,B-1643/0-8-0 Max Horz • Max • FORCES ( lb) - First Load Case Only M* 1 BRACING BOTCHORD Rigid ceiling directly applied or 6-10-1 oc bracing, consideredNOTES ( 8) 1) Unbalanced roof live loads have been M . enclosed;MWFRSgableend zone; exposedcantilever leftandright - • vertical left and right exposed;Lumber• • adequate3) Providedrainagetopreventwaterponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint E and 447 lb uplift at joint B, 6) Girder carries hip end with 7-0-0 end setback t delegated • 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of membersat jointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual requiredoverall building d requirementsconformance withconditionsandspecific• and governing codesordinances. acceptsdesigner • specific• ing. Any references to job names and locationspart 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-365.0 D-385.0 \\ l OEM 53907228 (J2 JACK I 10 -8_ 1-1 0-8 0-1-8 LOADING (psf) SPACING 2 O .05 CS1 DEFL in (loc) I/defl PLATES GRIP TOLL 20.0 Plates Increase TI 0 11 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 002 Vert(TL) 0,01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defI - 240 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0-0 oc purlins. POT CHORD 2 X 4 SYP No.2 POT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REAC11ONS (ib/size) B-156/0-8-0,E-19/Mechanical,C-46/MechanicaI Max Herz B-48(load case 5) Max UpliftB--67(load case 4), C-45(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--30, C-D--4 BOT CHORD B-E-0 Ni (3) cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1 2) Provide mechanical connection (by others) of truss to bearing plate capable of withst Provide bracing where indicated and within 4" of interior joints. Bracing indicated on t not replace erection and permanent bracing required for the overall building design. conformance with conditions and requirements of the specific building and governing .......... 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. MNUE Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228 Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228J2 Job Truss truss iype WMAN"M QT 53907228 J7 JACK 18 0 - WA116TAUU-31W 1-0-0 1 7-0-0 3x4 = Scale - 1: 1 0-1-8 LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl PLATES GRIP TOLL 20.0 Plates Increase 125 TC 0.55 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 A >93 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defI = 240 Weight: 23 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. F[]!! 11 EM I 283EM= Max Horz B-137(load case 5) Max UpliftC--135(load case 5), B--62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-61 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC20011; 110mph; h-15ft;TCDL-6,Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B, 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilib. 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 A, 53907228 MG2 ngton, ME ty Ply L ntex-Orlando/1 562-A/jsk/4-23-3 1 b nejRefere c op iowal optional 20 200-3—%Tek Industries, Inc. Wed Apr 23 10:48:30 2003 Page 1 2X3 11 B Scale - 1:6, RM 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 1 CSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0,05 Vert(LL) 0.00 A-C >999 TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.37 Vert(TL) -0.01 A-C >999 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defI - 240 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Sheathed or 2-0-0 oc purlins. 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-32(load case 4) Max UpliftA--95(load case 5), C-1 12(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-16 BOT CHORD A-D-0, C-D-o WEBS B-C--54 NOTES 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 95 lb uplift at joint A and 112 lb uplift at joint C, 3) Special hanger(s) or connection(s) required to support concentrated load(s) 800.01b down and 205,11b up at 1-0-0 on bottom chord. Designfor unspecified connection(s) is delegated to the building designer. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, 5) 1-26R: 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 LSEMM; AMot FFM 53907228 _S[Dl HIP Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5,000S M 34-3-3 40-0-0 41 -0,O 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 - 1:68.( 5, oo 5-- W 3x6 = 3X8 = 20 11, U f, U 30 = 300 M1118H= M 3x8 = 5x7 = 300 M1118H= 3x6 9.1-1212 30-1 0- - 4 40- - 0-0 9-1-12 7-2-13 7-2-13 7-2-13 9-1-12 Plate Offset§,(XYjD:0-5-40-2-qldH0-5-4l[?- LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) I/defl PLATES GRIP TCLL 20. 0 Plates Increase 1.25 TC 0.67 Vert(LL) 035 N-0 >999 TL20 245/193 TCDL 10, 0 Lumber Increase 1.25 BC 0.84 Vert(TL) 0,72 N-0 >658 BCLL 0. 0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.18 J n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) B-1653/0-8-0,J-1653/0-8-0 Max Horz B=90(load case 4) Max UpliftB-- 344(load case 2), J-344(load case 3) 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-2995, P-0-2880, O-P-2880, N-0-4008, M-N-2880, L-M-2880, J-L-2995 WEBS D- Q-264, H-L-264, E-0-443, G-N--443, C-Q--1 51, D-0-1 269, E-N--1, H-N-1 268, I-L--1 50 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-15ft; TCDL-6,Opsf; BCDL=6.Opsf; occupancy category ll-, exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water pending. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J, 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard V AS v C' 0 I I Job Reference topfionWL_ 2 2003 Wifekkin-d—ustries, Inc. Wed Apr 23 5-9-14 II 1 41! -9-P 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 - I 5x6 = 3x6 = 3x7 = - — — I 3x7 = 3x6 = 300 M1118H= 3x6 = 300 M1118H= 0-0 40-0-0 5-9-14 11-2-2 6-0-0 11-2-2 5-9-14 Plate Offsets -Off—sqlq QX YID: b_[ _l,0-q_ -2A F:0-4-0,0-3-PU 0-3-0,0-2-41 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0,34 Vert(LL) -0,26 M-N 999 TL20 245/193 TCDL 10.0 Lumber Increase 125 BC 0.87 Vert(TIL) -0.76 K-M 619 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.16 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 Weight: 197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1 653/0-8-0,1-1653/0-8-0 Max Horz B_ 1 06(load case 4) Max UpliftB--317(load case 2), 1--317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-3470, C-D-34117, D-E-3321, E-F-3320, F-G-3320, G-H-3417, H-1-34701 I-J-22 BOT CHORD B-P-3103, O-P-2637, N-0-2637, M-N-3320, L-M-2637, K-L-2637, I-K-3103 WEBS C-P-207, 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 (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-1 5ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone, cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint 1. 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. AmoM routKno 14MR1009i Z 53907228 SD3 I r- I I 19 VQ:R 7-8-11 -0-0 0-0 Al-0 0 1-0-0 7-8-11 5-3-5 14-0-0 5-3-5 7-8-11 1-0-0. Scale - 1 I 2x3 11 3x7 = — I I i Z$xl = 3x6 = 3x8 0 3X8 = am 3x8 = 34 = M LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defI PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0,90 Vert(TL) -0.50 L-N >952 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/clefI - 240 Weight: 188 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-9-15 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) B-1653/0-8-0,H-1653/0-8-0 Max Horz B-1 22(load case 4) Max UpliftB--290(load case 2), H--290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-3301, C-D--3027, F-G--3027, G-H--3301, H-1-22, D-E--2895, E-F--2895 BOT CHORD B-N-2948, M-N-2495, L-M-2495, K-L=2495, i-K-2495, H-J-2948 WEBS C-N--336, D-N-537, E-L-443, D-L-506, F-J-537, G-J--336, F-L=506 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6.Opsf; BCDL-6,Opsf; occupancy category 11; exposure 13; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/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 and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. V _j 00 CD ek Q, I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390722Q Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228SD3 53907228 RefeLrqnqej COMMQ 101—niv6r—sW Forest Products,lnc,, Burlington, NC 27-215, JeffKerr---5—,000 s Feb 20 2003 MiTek Industries, Inc. ME 1 ' 0-0 7-8- 1- 0-0 7-8-11 7-3-5 10-0-0 7-3-5 7-8-11 1-0-0 Scale - I 3171M Us = 3X8 = 5X6 = 20 11 US = 3X8 = 3x8 = UG = 10- 3-14 20-0-0 29-8-2 40-0-0 10- 3-14 9-8-2 9-8-2 10-3-14 Plate Offsets :0-4-_0 - -01,LD.q-3-0 0-2-41,[F:0-3-0 0-2 4] JG0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 11 CS1 DEFL in (loc) I/defl PLATES GRIP TOLL 20, 0 Plates Increase 125 1 TC 0.66 Vert(I-L) 0.20 L >999 TL20 245/193 TCDL 10, 10 Lumber Increase 125 BC 0.89 Vert(TL) 0.48 H-J >977 BCLL 0. 0 Rep Stress Incr YES WB 0.22 Horz(TL) 015 H n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 193 lb I LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-10-9 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-11.14 oc bracing: B-N. REACTIONS (lb/ size) B-1653/0-8-0,H-1653/0-8-0 Max Horz B-1 38(load case 4) Max UpliftB-- 313(load case 4), 1-1-313(load case 5) 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 BOT CHORD B-N-2967, M-N-2314, L-M-2314, K-L-2314, J-K-2314, H-J-2967 WEBS C. N--4041 D-N-667, E-L--240, D-L-270, F-J-667, G-J--404, F-L-270 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6-Opsf; BCDL-6,Qpsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water pending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint B and 313 lb uplift at joint H, 5) Truss shall be fabricated per ANSIfTPI 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 sheetfor conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit% for the correctness or accuracy of the design information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228 Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228SD4 Job I russ iruss iype I ' g 53907228 SD5 CIVIMON V-3mom c., Burlington, NC 27215, M, 32-3-5 40-0-0 41-_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 - I a 5.00 F1 -2 5X6 = 5X6 = 3x7 = — 1 - 1 1 3X/ = 3X6 = 3X8 = 5X10 = Us = W = 10 3_14 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets NY1, _[DL0-4-0,0-3-qJ, ff'P-_3-0 LOADING (psf) SPACING 2 0- CS1 DEFL in (loc) I/defl PLATES GRIP TOLL 20.0 Plates Increase .25 TC 0.66 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10,0 Lumber Increase 1.2525 BC 0.89 Vert(TL) -0,49 I-K >972 BOLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.15 1 n/a BCDL 110,0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Sheathed or 2-10-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No,3 8-6-2 oc bracing; B-0. WEBS I Row at midpt D-M, G-M REACTIONS (lb/size) B-1653/0-8-0,1-1653/0-8-0 Max Herz B-1 54(load case 4) Max UpliftB--333(load case 4),I--333(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-6-33112, I-J=22, E-F--2166 BOT CHORD B-0-2961, N-0-2415, M-N-2415, L-M-2415, K-L-2415, I-K-2961 WEBS C-0-381, D-0-595, G-K-595, H-K--381, E-M-560, F-M=560, D-M-631, G-M-631 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6.Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water pending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint 1. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilib, 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. 11 * V 0 loll 131 PIRM Z russ Type I Qty I Ply 53907228 SD6 I COMMON, 1-0- 7-8-11 13-9-0 19-0-0 _ _ 3-5 40-0-0 41- 10 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 8 I I 5,00112 5x6 = 5x6 = 3x6 = 3x6 = 502 = 3x6 =. 3x6 = 1 Q-3-14 20-0-0 29-8-2 4Q-0-0 10.3-14 9-8-2 9-8-2 10-3-14 Plate C3tfats LOADING (psf) SPACING 2-0-0 CSI ©EFL in (loc) I/detl PLATES GRIP TOLL 20.0 Plates Increase 1.25 TIC 0.66 Vert(LL) -0.20 M a999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K a967 BOLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M REACTIONS 0 Max Y 4 case 4),I--352(load case 5) FORCESLoad PO. 04.. NOTES(5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h15ft; TCDL6.Opsf; BCDL6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL1.60 plate grip DOL1.33. 3) Provide adequate drainage to prevent water ponding, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint 1. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. Customer No: 11045*mer Name: CENTEX HOMES ORLANDO Shop No: 53907228 JOD truss truss iype y g " 53907228 Tl CON06 Job Reference Inc,, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. 1-1 0-0_ 6- - - 1- 1-0-0 7-8-11 6-0-5 6-3-0 6-3-0 6-0-5 7-8-11 1-0-0 Smie - 1:67.1 a 5.00 F-2- 5x6 - 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 10-3-14 9-8-2 9-8-2 10-3-14 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/clefl PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC O.67 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10,0 Lumber Increase 125 BC 0.89 Vert(TL) -0.49 H-J >961 BOLL 0,0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defI = 240 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-5 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 11653/0-8-0 Max Herz B-178(load case 4) Max UpliftB--360(load case 4), H--360(load case FORCES (lb) - First Load Case Only TOPCHORD 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-29551 M-N-2429, L-M-2429, K-L=2429, J-K-2429, H-J-2955 WEBS C-N--363, D-N-579, D-L--734, E-L-1 170, F-L--7341 F-J-579, G-J--363 NOTES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-1 5ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11 exposure B; enclosed;MWFRS gable end zon cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOLml.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise note Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet f conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibi 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. 3002= C> I co CD Or "I I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228 Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228T1 ME Job Q 0 , 41 1-0-0 7-8-11 6-0-5 6-3-0 6-3-0 6-0-5 7-8-11 1-010 Scale - 1:67 I 8x10 M1118H= 3X6 = 5.00 F1 2— 5x6 - 3x8 3x6 300 M1118H-- i_ 4-0-040-0-0 j10- 3-14 9-8-2 9-8-2 4-3-14 6-0-0 Plate LOADING ( psf) SPACING 2-0-0 CS11 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.65 Vert(LL) -024 K-M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.95 Vert(TL) -0.61 K-M >659 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.14 H n/a BCDL 10.0 Code FBC2001 (Matrix) I stLC LL Min I/def I - 240 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, F-M REACTIONS ( lb/size) B=1617/0-8-0,H-1449/0-8-0,J=241/0-8-0 Max Horz B--1 78(load case 5) Max UpliftB--363(load case 4), H--362(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B-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-0-2870, N-0=2345, M-N-2345, L-M-2245, K-L-2245, J-K-2635, H-J-2635 WEBS C-0-365, D-0-572, D-M--730, E-M-1 107, F-M-595, F-K-350, G-K--330 I 40TES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6,0psf; occupancy category 11 exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1 33. 3) All plates are TL20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint B and 362 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheetfor conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 30290 16 111 1 V 0 11 4 . I L111I. TAPHOW -#Mlmqs A 0 i f 'WIMA01II7, mm" MMIARIIIIIIE Em ka SRvfflt,"""l 53907228 G DUAL RI Owt-1 Reference Universal Forest Pro-ducts-,Inc.,-Burling-to-n-,-N-C -272-1-5, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc 6-1-3 -0 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 - 1V. I 5X6 -- 5,00 T2- 2X3 11 Q 2X3 113x6 - 3x7 = AA z y x W 2x3 11 V U T JX I - M = 3x8 = 3x8 =- 3x6 = 3X8 = 3x6 = 2x3 11 2x3 (I 4 8-9-14 8-2-2 8-2-2 14-9-14 0 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0A5 X-Y >999 TL20 245/193 TCDL 110.0 Lumber Increase 125 BC 0.67 Vert(TL) -0.33 X-Y >999 BCLL 0,10 Rep Stress Incr YES WB 0.95 Horz(TL) 0.11 R n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 243 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-6-0 oc purlin& BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 *Except* 8-2-5 oc bracing: B-AA W1 2 X 4 SYP No,2, W6 2 X 4 SYP No.2 9-9-0 oc bracing: Y-AA. WEBS 2 Rows at 1/3 pts E-Al, V-Al JOINTS I Brace at Jt(s): Al REAC11ONS (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 Herz B-1 78(load case 5) Max UpliftB--333(load case 4), V-305(load case 5), U-1 07(load case 6), T-44(load case FORCES (lb) - First Load Case Only TOP CHORD A-13-22, B-C-2845, C-D-2600, D-E-1858, E-F-400, F-G-377, G-H-375, H-1-372, I-J-389, J-K--415, K-L-340, L-M-377, M-N-3921 N-0-438, O-P-358, P-Q-407, Q-171-399, R-S-21 BOTCHORD B-AA-2555, Z-AA-2138, Y-Z=2138, X-Y=1990' W-X-24751 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-Al--2032, AG-Al--2057, AG-AJ--2285, AJ-AK--2316, V-AK--2321, G-AC-79, H-AD--1 17, 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-Al=-65, K-AG-2118, M-AJ--82, N-AK--12, O-V-327, P-U-7, Q-T-1143 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6.Qpsf; occupancy category 11; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B, 305 lb uplift at joint V, 107 lb uplift at joint U and 44 lb uplift at joint T. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 30222201m= c:> a U t', b"', x ,, , Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390722.2 Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228Tl G i9M I Truss Type COMIJi?N "ast„. sm I 1 ____ L s Feb 20 200: 13-0_12 3-0-12 5x4 = 10 Reference (opUonal ustries,Inc. Wed Apr 23 10:25:28 2003 Page 20-0-0 21-0-0i 6-11-4 1-0-0 Scala ® 1:35.2 3x5 = 3x5 = 5x8 1q-0-0 20-0-0 10-0-0 10-0-0 Plate Offset X Y): [H:0 4-0K--3-Oj LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES-- GRIP TOLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.07 B-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.24 B-H >951 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.03 F n/a BCLL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl 240 Weight: 83 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-14 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 REAC71ONS1 w Max UpliftB--212(load case 4), F-212(load case 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-1192, F-H1192 WEBS C-H--360, D-H721, E-1-1-360 consideredNOTES (4) 1) Unbalanced roof live loads have been design. 2) Wind: ASCE 7-98 per 1i t M aexposure rightcantileverleftand • + D . w • Provide wothers)of w bearingcapable withstanding " w 212 lb uplift 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 note whereProvidebracingindicatedofinteriorjoints. Bracing indicated on reduce buckling membersonly and do erectionnotreplaceqdfortheoverallbuildingdesign,design information conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibi for the correctness or accuracy of administrative purposes only part of the review or certification of the truss designer. k Ia CustomerR11045w'' Shop No: i w: Roam 111111111 RUN i I I i i i I ill I I Ill 1 1111 entex I 1-0-0 6-11-4 9-0-0 11-0-0 13-0-12 20-0-0 21-0-0, i --- -I-- 1-0-0 6-11-4 2-0-12 2-0-0 2-0-12 6-11-4 1-0-0 Scale - 1 5x4 5x4 3x5 = 11 1 1 3x5 - 3x4 = 3W = 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 6-11-4 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.41 Vert(l 0,08 B-K >999 TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.48 Vert(TL) -0,23 B-K >993 BOLL 0,0 Rep Stress Incir YES W13 0.13 Horz(TL) 0.03 G n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC ILL Min I/defl - 240 Weight: 86 lb BRACING TOPCHORD Sheathed or 4-11-14 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) G-853/0-8-0, B-853/0-8-0 Max Horz B-90(load case 4) Max UpliftG--204(load case 5), B--204(load case 4) FORCES (lb) - First Load Case Only TOPCHORD A-6-22,B-C--1377,C-D--1128,D-E--995,E-F--1128,F-G--1377,G-H=22 BOTCHORD B-K-1195,JK-99511-J-995,G-1-1195 WEBS D-1 E-1-392, C-K--3451 F-6-345 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; li 5ft; TCDL-ll BCDL-1 occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-11 33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint G and 204 lb uplift at joint B. 5) Truss shall be fabricated per All 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. U T cn co CD ZD AM01 IFFM MM10,10* OHM i! MNUI016111MAIN" 53907228 JT213 am I COMMON Burlin6-to-6,-NC-2 -7-f5—,-ji-ff—Kerr — -----5-,—O00s Feb 20 2= 6-11-4 3-0-12 3-0-12 5x4 = 19 3X5 = 5X8 J-Centex--0—rland—o/1-56-2---A/j—sk- /-4---2--3-3 Job --Referen e oplJonalt ek Industries, Inc. Wed Apr 23 10:25:29 2003 Page I 10-0-0 Plate Offsets LXY) LGQ-_4 0 0-3- LOADING (psf) SPACING 2-0-0 CS1 EFL in loc) I/clefl TOLL 20.0 Plates Increase 1.25 TC 0A3 Vert(LL) 0.10 F-G 999 TCDL 10.0 Lumber Increase 1.25 BC 0.65 Vert(TL) 0,29 F-G 810 BOLL 0.0 Rep Stress Incr YES W13 0.24 Horz(TL) 0.03 F n/a BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240 REACTIONS (lb/size) B-864/0-8-0, F=778/Mechanical Max Horz B-1 05(load case 4) Max UpliftB--213 (load case 4), F--1 45(load case 5) FORCES (lb) - First Load Case Only TOPCHORD A-B-22,B-C--1400,C-D--1093,D-E--1096,E-F--14 BOTCHORD B-G-1217,F-G-1244 WEBS C-G--360, D-G-753, E-G-397 6-11-4 Scale a 1:34.' 10-0-0 PLATES GRIP TL20 245/193 Weight: 82 lb BRACIING TOPCHORD Sheathed or 4-10-5 oc purlins, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, I NOTES (4-5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure 13; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1 33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint B and 145 lb uplift at joint F. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no 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. 5) 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. lgqLflw M'M A 6 Ifflammm I 2,5 -6-11 1-0-0 10-0-0 7-0-0 7-2-5 4-4-6 5-5-5 1-0-0 Scale ® 1:57, 3x8 = 3X6 -=W 3x6 2x3 !I W = R Q P AK W H 20 11 0 2x5 h 2x5 11 W - 5X8 = 5X8 = 5X8 = 5XIS 20-0-0 6-5-12 7-6-4 Plate Offsetst,YL_[B4O-3-8 0-2-1jL[C,0-4-0 0-3-01 [MLQ-4-0_,Ed a 9440 -3- M,,O-_P-_ 0- _-111 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) -0,21 O-P >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0A1 O-P >964 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.08 M n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 252 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed 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 9-10-10 oc bracing. BOT CHORD 2 X 6 SYP No.2 WEBS 1 Row at midpt D-S WEBS 2 X 4 SYP No.3 *Except* JOINTS 1 Brace at Jt(s): S W1 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 I Max Herz 8-1 65(load case 4) Max UpliftB--345(load case 4), M--377(load case 5) FORCES (lb) - First Load 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-1 715, P-Q=1 715, P-AK-2898, O-AK-2898, M-0-3201 WEBS D-W--337, V-W--363, U-V-251, T-U-513, S-T-753, P-S-869, I-S-246, G-T=625, D-R-1 38, C-R--270, R-U=1 119, F-V=292, E-W-68, J-P-484, K-P-655, K-0-356, L-0-183, G-1--3265 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. cantilever left and right exposed ; end vertical left 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) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint B and 377 lb uplift at joint M. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 470-01b down and 120,511b up at 20-0-0 on bottom chord, Design for unspecified connection(s) is delegated to the building designer. 7) 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 1) Regular: Lumber Increase-1,25, Plate Increase-11.25 Uniform Loads (plf) Vert: A-H--60.0, H-N--60,0, B-M-20.0 Concentrated Loads (lb) Vert: AK--470.0 cli 0 111 1 yiyg 1 I e LIVING 1562sf LPW 0Om26 1 r 7=t mu s W # ! 3' bath duct to roof cap w/fan 42 X42 A/C SLAB BY BLDR MIN 2' LPOM WALL Must have a € inimum ctearance of 4 inches around the air handier per the State Energy code. A€ duct has an r=6 insutatfon vatue. t s 0 N o s_ 5 1 I 75 z Cl 1 z m 0 CD a z z 7 m z LL— X p LLJ i z z 4 I--- LLJ M 0z zo zz Rating z LU I z ct Q z LU D j O Q i ONE By WOOD FUCK By OTHERS STUCCO By OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) WIjDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL V/ VULKEM 116 ADHESIVE CAULK. OR APRV'D. EX, CONCRETE OR MASONRY OPENING BY OTHERS 0 CAULK BETWEEN WOOD BUCK & (BUCK WIDTH) MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA, TAPCON BUCK BY OTHERS 1-1/4' MIN_ EMBEDMENT INSTALLATION ANCHOR 3/1- DIA_ TAPCON SHIM AS REQ'D_ I/4' MAX SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER CLASS TYP.) ( SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL BY OTHERS ti s SECTION A —A 7) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR- MAX. ALLOWABLE SHIM STACK TO BE 1/4-- D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 60653. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE- 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL- S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H, EXTERIOR OF WINDOW FLANGE- F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO*D, 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE To BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY- 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK, 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 'ATION SERIES SINGLEHUNGS- I I I WHERE WINDOW vc -cTerrk E L E' v SHIM AS 1/ 4' MAX. PEO'D_ RIGID VINYL (SEE NOTES) GLAZING BEAD TYP.) GLASS TYP.)( SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W. W. WINDOW WIDTH) L SECTION B— B W, W, E K G L IN MASONRY OPENING WI STRUCTUAL TWO BY WOOD BUCK, USE 410 SCREWS OF SUFFICIENT LENGTH To ACHIEVE: 1-3/8- MIN_ EMBEDMENT AT VIEWELD' FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. m 12 PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS' Y, OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 1- 1/4- MIN_ EMBEDMENT C> HERS m TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30psF TO 40PSF 41 psF To 70PSF 30PSF TO 40PSF 41 psF TO 70psF 12 18 1/ 8 X 25 6 6 F.G F'G F, G F. G 13 18 1/ 8 X 37 3/8 6 6 F,G F, G 14 18 1/ 8 X 49 5/8 8 a F,G F, G 145 iB 1/ 8 X 55 1/4 8 8 F,G F, G 15 18 1/8 X 62 6 8 a 8 F, G F.G,Hj 16 17 ia1/ 8 X 71 18 1/8 X 83 3 6 F.G F,G,J,K I IH2 1/ 2 X 25 F'G FG F,G IH3 25 1/2 X 37 3/8 F.G F,G F. H.1 G. IH4 251/ 2 X 49 5/8 F'G F,G,H.1 IH45 25 1/2 X 55 1/4 F,G F,G,H,3 I H5' 251/2 X 62 F,G F,G,Hj IH6 TH7 251/ 2 X 71 25 1/2 X 83 8 a F,G,J.K F,G,J.K 30 1/2 —. 26 2-9 1/2X 25 8 B 8 F.G F,G 30 1/2 - 38 3/8 29 1/2 X 37 3/8 8 F,G F. G,H,i 30 1/2 . 50 5/8 29 1/2 X 49 5/8 6 B F,G F. G.Hj 30 1/2 - 56 1/4 29 1/2 X 55 1/4 B 8 F.G F, C,H,l 30 t/2 x 63 29 1/2 X 62 8 6 8 6 F, G. HJ FG,Hj 36 1/2 . 72 29 1/2 X 71 F,G,J, K F.G,J,K 84 29 1/ 2 X 83 B 8 22 36 X 25 a B B 8 F' G F,G 23 36 X 37 3/8 8 6 F, G F.G.H,l 24 36 X 49 5/8 6 B F, G F,G,H,f 245 36 X 55 1/4 B 8 F, C.Hj F,G,H,l 25 26 36 x 62 36 X 71 B 8 F,G,H,l D,E.F,G.HJ 27 36 X 83 6 6 F,G,J,K F..G,H,I,J,K 42 x 26 41 X 25 F,G F.G Hj 42 . 38 3/ d 41 X 37 3/8 6 F,G F.G,H,l 42 x "o 5/8 41 X 49 5/8 6 F,G,H.l F.G,H,l 42 . 56 1/ 4 41 X 55 1/4 B F,G, HJ D,E.F,G,H,l 42 x 63 41 X 62 41 X 7i 8 F,G.Hj D,E,F,G,H,l 42 x 72 41 X 83 8 F,G,J,K F,G.Hj,J,K 42 x 84 48 . 26 47 X 25 B A,C F,G F,G F, G,H,l 48 . 38 3/ 8 47 x 37 3/8 8 A,C A.C48 F, G F,G,H,l 50 5/B 47 X 49 5/8 6 6 A.0 F,G,H.1 F.G,H,l 4? . 56 1/ 4 47 X 55 1/4 8 A.0 F.G,Hj D,E.F,G,H,l 48 x 63 47 X 62 47 x 71 B A.0 F,G,HJ D,E.F,C.HJ 48 x 72 47 X 83 FG J _K D E F _GH I J K 48 x 84 32 52 I/ B X 25 B A,C F.G F,G F.G.Hj 33 52 1/ 8 X 37 3/8 B A,C F.G F.G,HlI F,G.Hj 34 52 7/ 8 X 49 5/8 8 A,C A,C F, G,H.1 D.E.F,G,H,l 345 52 1/ 8 X 55 1/4 6 8 A,C F,G,H,l D,E,F.G.HJ 35 52 1/ 8 X 62 52 1/8 X 71 8 A,C F G,Hj D.U,G,Hj 36 37 52 t/ 8 X 83 B A,C F,G.JX D,E,F,G.J,K,J,K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. T--1 -, 7 T-) T T T-\ SFFOIDCT'FLOORRILM EXTI-WIiRANR, RA I EIDS TITLE,- INSTALLATION DETAIL SGL, HUNG FLANGE WINDOWS - SERIFS 1000 , 1500 2000 B B APPROVED BY pp - DRAWN BY: BBAPPROVEDBY. W 0/09/01 T N WG E: NTS EXOO16DWG_: FL t - DATE:10/09/01 SCALE ffY- PRGGtg--T & APFILICATiDri ENGINZEFMtG. INC-. 250 INTERNATIONAL PKY_ SUITE 250- HEATHROW. FLORIDA '32746 -PHONE 407 805-0365FAX 407 &35-0366 1 I y 1-OCC yAyE "T T v P, 100C 'S H J& ':3 -'vp x 2 X 1/8 r x LA:; ANT BET' T A PPIN.`_ SMS QN TL I'M U 1 1 DN' I JAM; INC SA nJA - .1M — f T,P ', 48 X Ill-2' S'LLF T App 1, N __ S MEZ L SEALA,,4T Bc_T iDENWINDDWFLANGES Mfjf_J_,lCN sli F r '-F INC] SIM TUPF MUL_ JlLIFIN JA i. yp' 2 x 1/2; SELF T APPING STAS SEALANT KTk;EENWT- NDIDW FLANGE- MUU ON L —lip- SE; , F sm' s X 2 x 3/8 lu Tsu L L _ D Nj s Ft t* x I X x 3/8 UE EVilil- 1_1 i7N7 APPN sl'A_' X P M3 ' TYP," s Eli T L.P7 N S,11 S V 1 NtD 01' F LAIN CS AP I ING SIMS' X 4 X I -- jJENT I TT3v- R boo TAPPIW_-, SMS S';_ A L AN H-Tr-N WINDOW I-LANIGE-T 8 x i 2 L t T A 1 nNE-7- BY PS r7E_ CKEYC0 N C Q 0 R S E-Ni R Y N, ml A4A ILIP_kI i I _f7 V K 4 7 ONCRP-- - Q HEAD PPLIES TO H EL AD SH-L W'H-R;- X MU -ILLl 'N SEALANT T N j A - 7 J N 4. O 4LC-7AL-n7Vf-_ AT; ', TYPI- E 0 N VEWED TRO%l 7x-l'-R:op' FBI ' j 2002TWZTAl i ATION ANCHCP TAF- EN SCRc- 1,,l ANCHOR "TY:) CLIF E MIN, M3EDHENT P STI -V r-,TH-R i! DN-'L ANC,QRS D' D T- 1 T T INTERNATIONAL, INC IDAEEXTI-tuDERS FLORliSANFORD, FLORIDA I TITLE.. V_ 1. 0-0 0 tGO -"-JL l CUG TLE__ FSs H cEE T 1 l F Ul U. i6 OTHER DE S H'--'— T OF- P) FOR r SSURECA\ PACITIES PRE ILDRAWNBY: = APPROVM BY: IDWG_- I V M SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES CAPACITY CAPACITY CAPACITY ITY T-fy-'- CAPACITY t-APACIff A 1 X4X3/8 2X4X3/8CAPACITY ;CAPACITY CAPACITY !CAPACITY I X4X3/8 TUBE MULL 1 TUBE MULL TUBE MULLWINDOWWINDOWlX2Xl/8 1 X2X3/8 1X2X3/8 :1X2 7/16Xl/8,lX2 7/16m/8 IX2 7 1 X2X TUBE MULL'TUBE 6 ANCHORS 6 ANCHORSTUBEMULLTUBEMULL14ANCHORS1/8 TUBE MULL 2 ANCALLTIP -TO -TIP TUBE MULL L TUBE MULL 4 ANCHORS A 6) i SECT. A-A(7) ANCHORS 2 ANCHORS SECT. A-A(6) SECT. A - SIZE SIZE 2 ANCHORS 1 4 ANCHORS 2 ANCHORS A(3) SECT. qT. A-AU3 'SECT. A- A-A(L,_jEC A ALL SESECT. A- SECT, A-A(1_1 SECT. ___ , _1___ 11187.721187.72 '791.81 11187.72 732.42 336.52 1732.4236.52336.52 69 2.83 3 12 19 1 /8 X 26 '336.52 732.42 1209.72 1456.46 493.47 740,20 '740.20 740.20 429.55 209.72 4 13 19 1/8 X 38 3/8 209.72 1317.66 .12 539.12 152.75 271.83 359.41 539.12 3S9.41 539 3 152.75 1173,131.23 7.46 152.75 193.92 14 19 1/8 X 50 5 131.2 479.33194.97 319-55 460. 17 319.55 1479.33 135.81 145 11, 9 1/8 X 56 1/4,94.13 94.13 1127.29 282.02 '423.03 1423.03 48 :119.85 :136.64 282.02 89.21 97.48 97. 15 19 1/8 X 63 65.97 .65.97 89.21 296.98 ;,365.7529611-------- .98I ' 212.62 4212.62i64.27 i 90.09 90.09 58.81 58.81 16 19 1/8 X 72 43.49 43.49 1131.79 131.79 1184.08 184.08 294.03 55.84 55.84 36.45 36.45 39.83 --------- 17 19 1/8 X 84 '26.96 126.96 1927.7821927.78572 13 618.52 927.78 618.5i262.87541 - - 26 1/2 X 26 1262.87 572.13 .262.87 1.20 '262.87 572.13 1557.4111-12 1557.4161557.41 371.61157.93 '343.74 371343.74157.93 323.48 157.93 I H3 q6 1/2 X 38 3/8,1157.93 1239,21 1 ---- 1399-53399.53201.45 266.35 1399.53 1266.35 131.51 113.20 113.20 1 H4 126 1 /2 X 50 5/8.97.25 97.25 113.20 135,3.55 353.55 143.81 235.70 339.42 2,35.70 i100.1793.89 d-100. 17 102.59 1.310.65 1310-654,3 69.43 193-89 1 1 H45 6 1 /2 X 56 1 1236.83 207.10100.34 1207.1016-5.51 171.58 .71.58 88.0165.511H5261/2 X 63 48.44 i48 44 267,3855.44 1155.44 217.11 1217.1165.86 165.86 31.79 31.79 42.99 142-99 46.98 146.98 1H6 26 1/2 X 72 9 133.99 1214.02 128.99 '40.64 140.64 95.93 95.93 133.9 19.62 .26.53 26.53 128.99 11-17 26 1/2 X 84 19.62 j765765471.75 1510 1765 __j_5_l 01471.75 216.75 11216.75 22 37 X 26 216.75 1471.75 1216.75 1471.75 2 6 -6' 431.3 6 1287-57 431.36 1431.361122.22 '266.0122.22 '00 -- 0 1287.57 23 137 X 38 3/8 122.22 185.12 122.22 250.32 301.29 1301.29 151.91 1200-86 1301.291083785.36185-36 99.17 185.36 24 7 X 50 5/8 173.34 73.34 1264.64 264.64176.43 7639 74.98 :107.65 176.43 254.07 70.28 '74.9870.28245 !7 X 56 1/4 51.97 1151.97 153.96 1230.94 230.94 7 65.43 74.59 153.96 i 176.06 25 37 X 63 36.01 '36.01 1 48.70 48.70 53.21 i 53.21 197.41131.61 160.30t7614.76148.62 48.62---- 31.74 j 31.7 4 34.69 134.69 26 1 37 X 72 23.47 23.47 98.27 156.9770.36 98.27121 :726. 11,29 81 29.81 170.36 119.46 19.46 21.26114.392737X8414.394 - - ------- 1676-23676.28 j450.85 676.28417. Gr4 450.851191.61 417.04 4 '191 6 32 53 1/8 X 26 191-61 417.04 191,61 1394.49 347.25 347.251231.501-4 347.25 1231.50 214..14 14 98.38 201 51 j 98.3333531 /8 X 38 3/8-'i98.38 149.02 AL-7--_- I - ! 154.00 231.01 231.0111.6.17 4] 134-00 1231.01183.09 t-654576.04 .45 __65 133.48 '200.2356.23 200.2334 3 1 /8 X 50 5/8' 56.23 r 48 192.220156.7 3, `81.44 1133. 345 53 1 /8 X 56 114, 39.32 139.32 53.17 153.17 156,73 172.631172.63 i 5 5.76 -u5.08 031.60 --j-1-15.0839.78 .39.78 148.91 1 5-T 53 1/8 X 63 26.92 26.923 36. 1 145.82118.41 125.62 35.92 i35.92 84.77 97.21 125.62123.4-5 36 53 1 /8 X 72 17.34 17.34 23.45 i 120-8171.78 15.53 15.53 21.77 21.77 151.39 51.39 171.78 37 53 1/8 x 84 10.51 10 51 14.21 14.21 INTERNATIONAL, INC TICALSERIES10001500FLANGEVER SANFORD, FLORIDAFLORIDAEXTRUDERS 1 11 A 1:7: C5 5 7 '431, 8 L601. MULLION DESIGN PRESSURE CAPACITIES t-Hrvn- TITLE: JLDER , SHEET 2 OF 2 VFRT N S NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON DRAWN BY: B". APPROVED BY: WG.. Lj LPROV 1 / 3 SCALE: U 1 DWG.: FASTENERS REQUIRED AT EACH END. B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X DATE: ri J V INIU STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS 77 1-...i. tKi,. 6 - SLIDING GLASS DOOR FRAME SILL SHIM AS RE'Q'B SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING INSTALLATION ANCHOR 8 SCREV I-1/8" MIN. EMBEDMENT TWO BY WOOD BY OTHERS 1/4' MAX. SHIM SPACE EMBEDMENT a 1-1/4' MIN. b LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -A DOOR VIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) SECTION B-B 4' MAX. SHIM SPACE TVO BY WOOD 4141MIN. BY OTHERS EMBEMBE DMENT SLIDING GLASS HOOK STRIP SHIM AS REQ'D_ SEE NOTES> INSTALLATION ANCHOR 8 SCREW CAULK' BETWEEN DOOR FLANGE SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO ( TYP.) OR SIDING BY OTHERS EXTERIOR EEEVATHIN 2 PANEL DOOR SHOWN SLIDING GL..__ _-- INTERLOCK INSTALLATION ANCHOR h[][] K STRIP DETAIL WOOD RS 1- I/8' MIN. EMBEDMENT NOTE I) DOOR MATERIAL- ALUMINUM ALLOY 6063. 2) u8 INSTALLATION SCREVS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN- EMBEDMENT OF 1-1/8` INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE, 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK. BEHIND DOOR FLANGE AT HEAD a.. JAMBS. 5) USE SILICON IZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR, 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART_ USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING PLACE INSTALLATION ANCHORS, IN FR12NT OF HOOK STRIP AS SHOVRL 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM C1300 GLASS CHARTS 5) 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 RED'D, AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE I/4', 12) ALL INSTALLATION ANCHOR, MUST BE MADE OF CORROSION RESISTANT MATERIALS. 12) WHERE ' X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN GN THIS DRAWING, HOWEVER INSTALLATION SECTIONS `A - A', 'B-B' s HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTION DATE INI EXTRUDERS FLU, 1 1) 14--1 INT, INC. SANFORD FL, TITLE.- SLIDING GLASS DOOR INSTALLATION WITH # 8 SCREWS DRAWN BY: BB APPROVED BY: ATE: I2/ 17/01 SCALE: NTS DWG #aEX0027 SHT I GF PREPARED BY- PRODttCT L APPLICATION ENGENEERI . INC_ 250 INTERNATIONAL PKVY-, SUITE 250, HEATHROW, FLORIDA. 32746. 40-805-0365 FAX 407- 366 8 SCREW INSTALLATION CCCC CHART NOMINAL DOOR QUANTITIES IN HEAD SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. NOOK STRIP SIZE AND SIZE UP TO 46 cP F TE3 63 PSF TCi UP TQ 46 PSF TQ 63 PSF TO UP Tt37606 PSF TO 63 PSTO P-S 70 PSP CoN IOURATIO1 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 4fl68 XX, Ox, XO 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 XX, OX, XO 60 X 80 6 6 6 8 8 8 4 4 4 6068 XX, OX° XO 72 X 80 8 8 8 8 8 4 4 4 8069 XX, OX, XO 96 X 80 10 i0 101 8 8 8 4 4 4 10068 XX, Ox XO 120 X 80 12 12 12 10 10 10 5 5 5080 XX, OX, XO 60 X 96 6 6 6 8 10 10 10 5 5 5 6080 XX, OX, XO 72 X 96 8 8 10 10 10 10 5 5 5 8060 XX, iX, XO 96 X 96 10 10 12 10 10 10 5 5 5 10080 XX OX XO 120 X 96 12 12 i2 12 i2 6 6 6 50106 XX, OX, X 60 X I20 6 6 6 8 12 12 12 6 6 7 60100 XX, OX, X 72 X 120 8 8 0 12 12 12 6 7 8 80100 XX Ox XO 96 X 120 0 0 8 8 8 4 4 4 9068 OXO 109 1/8 X 80 12 12 12 8 8 4 4 4 12068 OXO 145 1/8 X 80 14. 14 14 8 8 8 8 4 4 4 15068 OXO 18i 1/8 X 80 16- 16 16 i0 10 10 5 5 5 9080 OXO 1t19 i/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 5 5 15080 OXO 181 1/8 X _ 96 16 16 16 12 12 12 5 7 8 90100 OXO 109 1/8 X 120 12 12 12 12 12 12 5 7 8 120100 iIXO 145 1/8- X 120 14 14 14 8 8 4 4 4 9068 XXX 106 5/8 X 80 12 12 14 12 14 8 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 8 8 8 4 4 4 150GS XXX 178 5/8 X 80 16 16 16 10 10 5 5 S j 9 080 XXX 106 5/8 X 96 12 12 12 10 10 1010 5 5 5 12080 XXX 142 5/2 X 96 14 14 14 10 10 10 5 5' S A- 15020 XXX 178 5/8 X 96 16 16 16 12 12 12 7 8 90I00 XXX 106 5/8 X 120_ 12 12 12 12 7 120100 XXX 142 5/8 X 120 4 4 14 8 8 - 8 88 44 4 44 10068 OXXO I19 5/8 X 80 12 12 12 8 8 4 4 4 068 OXXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 068 OXXL 191 5/6 X 80 18 18 18 8 080F16080 OXXC3 11 / X 12 12 12 1 10 1 10 1 10 5 5 5fl80OXXO1435/8 X 96 14 14 14 10 10 10 54 5 OXXO 191 5/8 X 96 18 18 18 12 12 12 6 7 8 100100 OXXO 119 5/8 X 120 12 12 I2 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 14 14 12 12 12 12 6 8 160100 L1XX0 191 5/8 X 120 18 18 19 10068 XXXX 11 1/4 X 12 12 12 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 l4 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 8 10 10 10 5 5 5 10080 XXXX 117 1/4 X 96 12 12 12 10 10 5 5 5 12080 XXXX 141 1/4 X 96 14 14 14 10 10 10 5 5 5 EXTRUDERS 16080 XXX-X 189 1/4 X 96 16 16 16 10 12 12 12 5 INT. IN. SANFORD, 'FL. i00100 XXXX li7 1/4 X 120 12 12 i2 12 12 5 7 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 12 5 7 SLIDING GLASS DOOR i601i1fl XXXX 189 1/4 X 120 I6 I6 19 INSTALLATION WITH #8 SCREWSFFDATE• ANCHOR 13 FOR NOTES: MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITYa. z CIVIL "` N.T.S° 1°3 Ex1 1 27 REV- LETTER: ET., 47162 i F AOL r I ;;arm—o 1, D0 NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING RK. 2. ON-51TE VERIFICATION OF ALL DIMEN510N5 AND CONDiTION5 SHALL BE THE 51=ON51511_17t' OF THE SUB -CON ACTORS. EACH -CONY CTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR 5FECIFICATIONS, 5. IT 15 THE INTENT THAT THESE DRAWIN05 BE IN CONFORMANCE WITH THE 2001 FLORIDA 5UJLt7lIN0 CODE, A ALL AFFLICABLE LOCAL, CITY, COUNTY, STATE AND FEDE L CODES, ORDINANCES, LAW5, REGULATIONS AND 5TR1C7VE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADE5 SHALL FURN15H ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REA50NABLY INFERRED OR REOUIRED BY ANY CODE WITH XRI5DICTION TO COMFLETE THEIR SCOPE OF YiORK. 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1"-011 EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO I/8" = I'-O". ALL I?XII PLANS ARE DRAW TO THE SCALE 1'-0", EXCEPT FOR THE 511:>E AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-0". 0A r:AfRAGE Did. WINE) L.06125 BASIG t1JIND SPEED = SO M.FJ4. (FASTEST MILE) 110 M,FP H_ (3 SECOND BUST) WIND IMPORTANCE PACTOf' = 1,0 WIND EXF05U CATEGzORY = 8 AFFLIGABLE INTERNAL PRESSURE COEFFICIENT ± 0.18 INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 , -1a F'SF- ROOF5 = +20 , -20 F'5r- 30 RSF AT OVERHANGS) Ie A2 A3 All A3.2 A4 A5 A5.1 S1 lwllx:l1 FOUNDATIONPLAN, a FOUNDATION FLOOR PLAN, INTER. ELEVATIONS EXTERIOR ELEVATIONS, TRUSS LAYOUT GABLE END DETAILS STRAPPING SCHEDULE ELECTRICAL PLAN, RISER DIAGRAMS PRECAST LINTEL DIAGRAM PRECAST LINTEL LOAD TABLES GENERAL NOTES, GENERAL DETAILS, CHIMNEY DETAILS REPAIR DETAILS, OPTIONAL COVERED PORCH DETAILS 0 V C gj O if f l m$ ag`d p F_ g mLLsso; s D Lo 4szaM, M 01-22-01 Sheet Fu3tl rLAA& 5FiR4co_E6 OVER PS® FELT OVER 1/16, 0-6.5- OR L7, C;DX R-n S EiTfZAPRED A.S SWO" ON TFIr.6 LAYCMT 612 P.T_ OVER " CDR OVER 2Xl. 5U5FAEK-,lA L OVER W CONT, ALtM D<2 OVER YIB, 5CXTlT R-5 ffr;.ULATtON LNML MOCK W/ E, BAR V/,- COW- SLAB W F1f_lEFm5F4 OVER 16 1_vL VAPOR BAPREF OVER _TRFATIEDI ILL COMFAl!;TlFD FILL - 2 5 7BARS_ WALL SECTION: CMU-ONE STORY -MONOLITHIC 3'h® SLAB W,Ff5ER-%EB44 OVIEJ; f, m V44-OR 5AFdzZIER OVER TREATED CC- t HPACTEDFILL cm' E 2 - 5 BA115 1-1- 4 MONOLITHIC SLAB CMU RSTORY- --- ONE STORY _ NPL LAP 1,11p, MOGI, CHAIR BLOCK UNDER FRAME AN('.Hf) RA(',F TAPCON: FeERGLASS 5; 4443LE5 OYER S' fELT O.&B. OR W, CDX WOOD TRusses 5TRAPPED A15 6" OuN ON Tfar-16 LAYOUTbet P. T.OVER " CDR_ OR C, 0 4TAL FASC4A OVER 2X,& eU5FA5C; LA UY COW, ALtti 0'4 1; 1 V134TED SCFFITOVER R-5 R45LL- LNTEL BLOCK U4 - 5 BAR UNDOD INIT ------ PFEECA. ST U134 m5 U44EN 6 FT OF <_.FFATER 3111 cct4c_ 5L, 45 W FRE1745T Fm5E-a_esi4 OVER & Clrw_ SILL I-UL VAPOR 5ARIFUERtIA5ONRY F"SI-4 OVER OVER TERtM-TREATED, Cm CM 5LOCK L5 WELL ACTED FILL LOCATICX-r, C14 FOLXDATkON fl- AM 3-11 2. 5 3, - Cow_ 5L 45 wv45ERt-;BswOVER b M VAPOR BARRIER C7VFR TREATED clrAGTED FILL TRE,4T,DC'c I - 5 REBAR OONT. la! - I li] CKENED__SLAE3 142N BEARING OEKTRY - CONC. PATIOS W1 RLLE- f3LOCK TO EXT, FFz4rF= SHEAR STRENGTH X Co"Er_7, 10N fT TAPCON: 3/w - 12 EXP. BOLT: v2- - 45-1 O.C. 846 LB6_ 1015 LE!6. J-BOLT: L21 - 4a, O.C. x TFsT REpow . 50-700,,a/ t4DU5TFUE5,W_.SEE rf{- SPEC-5 IA FOR 54T -.47F-s 4 AL94FOMIATTON EXPANSION BOLTS: RA PRODUCT LOATM EMBED A, MK EDGE ALLOWABLE ALLOWABLE DEPTH MTANCE PULLOUTSI-EAR GROUTM RMAL-OMT 1 2 5 11/2 1-5 7EJ LB& 17155 LBS. PAY& -BOLT 2 3- l 2.5- 1831 LES. 12537 LEI& CIROUTIEP 5OLtD AfqE SLEEVE MON LOAD BRf, MALL I 1 5 REBAR GCJt4T. --N 3',,- CONC. SLAB avP50ZISSF1OVER6MIL VAPOR BARRIER OVER TERMITE -TREATED, WELL C4tWACTFD FILL-\ f_ yDEPRESSED SLAB_ NON ARING@ GARAGELR4TEL FILLED ' IV VERTICAL REBAR 5EE PLAN SINGLE COURSE LINTEL Y14 -=I- DETAIL DENOTE$ PIPE TFIROL.44 TEM WALL Di- 7AIL DE14CYTE5 PIPE SLEEVE SHALLBE PASSINGS TFOOTO' n 2 61ZE5 LAR-,ER T4,4AiK 15LEE1,1E SiAALL PIPE PA559-411 TEIE 2 SIZESLAFnERT1416NPIPETF SEE FOLNOATION FOR REBAR Ot= -1 11 UN TMN FOOTwl TOOTER aw 25, r-wL5m;clE C- IEF74-AP (--EEFOL*OATION PLAN FOR $lm) TYFIC-AL FOOTING DETAIL MONI P_= F3 1 NC SCALE = V4'= F-0' WALL 5ECTIONS 4 E0 Tms 5TFw_ TLfRrE HASBEi__N DESfENM TO MEET OF, EXr-= ENGINEERING THE Ho MPK 3 513:01,0 ClnT 14LOAD 5 (4an s (407) 77" OF THE FLCH;?JDA aRLDM. MI IE 2= IMITUN. PA sett Telso R 3Rs 4mg MAXIMUM SPACING [IF -FILLED CELLS Itr-PERITEll F- FLLS THAT F-AN T A IM MPALOAD DESr-N WALL FRES F T = 77 PSF KA>a"Y-I A11_0g4ABLE TEW,ON ON FOLLOW C13RE L"TS tS 25 F5,L - Ar-J, 53 TABLE 43J FT-ToN FFnFERTIES 8• PARTIALLY CiMUTEll WALL = 9543' 01-_50NARY STRI-ETIRE-. Air-,IJ M = ra1.1 /8, 5 = w-L-LXl2/ 8XT = 954 3 = 10A FT. LEE &-o' HofjZ, SPAJ_lW. - T-4' E- EILWr. MAX IPS - LEP USE U-47 FL$WZ SPAC OG - OT- W TO IZ-a' CIEfl_*r. LEE &-W H373Z 5PAL#4G - 12'-&' M I& AM tWfTEL W (f) -E CiONT, a 'r- 4* HF.T. (-/- 81 d W 04-22-M sheetAl Of KITCHEN A KITCHEN SCAE- 114'eV-O' SCALE- —wzv-o- KJTC, PENc BATH D 5OALE- 114'-I'-r SCALE- 114'=V-V NE- RtOR-ELEVATLON 5 SCALE = 1/4' zl'-O' PRE- ENGINEERED NOOD TR'U55E5. UPLIFT GONNEGTOR, SEE ROOF TRUSS LAYOUT FOR QUANTITY AMID 51= PRECAST LINTEL. SEE LINTEL PLAN FOR DEPTH AND RE-5AR16' XI6" CONCRETE BLOCK COLUMN YV 2 # 5 RE5AR. 5EE FOUNDATION FLAN- AFF FIN. GRADE 24" X24"XI2' DEEPCOLUMN 1/2" CONCRETE SLAB FOOTER kV5 #55 EACH NA-T' BOTTOM OF TOOTER TO BE 12" MIN BELOW GRADE F'-R- ONT PORCH5ECTION 5GAILE: KT- 5, NOTE - SEE FOtNIDIATION PLAN FOR rF FILLEDDELLLOCATION, ALL 5TRtJICTURAL UJOOD HEADERS TO 5E DOUBLE 2" X 10" U-4LESS NOTEDOT14EfW5E OF'r A/r- LEN-ATION y. coo 271 - 29 low BATH E V VAR R- AT CV. zsae 11 In L9 '] F5EDFZ1 2 11 'n uj rqujraW- ARTA qR CCTsON ATx. Y9jF A -IF, "ANDLER TO WAVE MRI. OF 4' CLEAVE ON ALL 5117E3 AND ENCLI;15URE 5F. &WALL f3z ' L u, URDER THM ApfUIAONCE LEGEND Jaj= Tgr6 5W1 0 V-V AFF o AF NDTE; ALL NTEfaCRWALLSTOBE31/2' U,U56 CTOEFLISE NOTED. NgtE: ELEVATIONW7] c, Q- FT- CALCULATION5 LNIWi 1562* LANAI 0* ENTRY n OR o GAR46F 3w TOTAL AREA twER ROOF PATV V TOTAL AFEA Ac 25 URYER U- 8 x E,'-O' 221 -24J LO PATIO REFS. BOS8 SF-1j, 471/ -28) NEI VENT OR SHELF NOOKWFLATVUab'F1 Al CV. r1I Pq KITCHEN vwrLFLR 2-GAR GARAGE Coc FLR sp R- AT CIA 15, x -V C- Ap- 13F. am SATT 0 z 04, W-44 er ME CLW FAMILY ROOM i 0 w V R- AT as 0 00 n u- w JUT . ODUBLE U L E END BET= ? ELEVAT' aN 'B'ONLY T H-GDR-AN-- L SCALE = V4'= V- 0' 71 j;1j 5EDfZ1 113 T-4- CARPET Pp car f, R I asp V R-AT CL& " T0-a FFEC,457 L 11BL- 25 gg SS VxWEILKLNTEL cp 42'1/ - 28) Lf) ESREFR.CA5T lit s 4 h..kd by. sheet ENGINEERING On 77-WW ' A* i' W) sra-isrrt o 2ff. A2 d "1 47911 Of. MOTE: 5E TRUSS MFG,'5 EWGNEER'IW-3 AND L 5Ee _Torfl:C :' W = R5Ay;LAYOUT FORT COWECTOR5 ROOF TRU55 AtjCPQFAGE- YPTF- U USE (V TYPE 'r-' (OR ABLE TIE) rOR TRUSS TO FRAME WALL OF BEAM CVON L94LESS NOTED OTI-PERU5E (UXOJ 2) USE (1) TYPE 'A' (OR INTEf PAWSA51LE VE) FOR TR ZS TO BLOCK U41-L C4O"4EGTtCN (UNOJ 3) U5E E4-4426-M (OR INTER'-94MEABLE TETOR,6LL JOi5T PAWER GONP-1scTfONS !LKO) 4) USE (3) I OR (3) J2t x 3 1/4' PAfELCDr SUN NAfL TO FASTEN JACK - TO "IF GIRDEF- 'T45) r,; GABLE TPJS5ES REOJIRE e P TYPE "A' CiR 0) TYPE "r-' STP-4P AT 48' O/C FROM CENTER OF TFUSS. SEE FOET STRAPPI ON ;st AND 2r j F R- PLANS FNELMATIC EQUIVALENT MAY BE alBSTITUTED FOR HANIC, NAIL [)ESI,-,NATION5- 6A5EZ) ON "NATIONAL DE516344 5FECfPr-ATIOK5 FOR Ur-C,0W',TFWCT4C44 MOM TA13LE 8,5c - "NAILS AND SPK-;E5 - LATERAL LOAD DF-',VNVALUE5' N- 4jL Sr4F-A2 al: f 40- 0-0 8- 0-0 PLATE HT. Am FLOOR c9Y- ROOF TRUSS LAYOUT rkT- s- 11L& Q 11 1 EIEA FNISW 6PAaE E A-RE —EVAJIDII—N SCALE - 1/4'w 1'-0' G- OL UMNJI A, t 4D- KC-1SCALE = 112'= 1'-0" COMF, SHINGLES TEXTWED ENGINEERING FL 3Vl6 im M r a V BRACNG REOLVIEMENTS 5w NO SP M 2.4 (V 2.4 BP-4CE v Bp 2)2.6 L. 1 4'-51 8 0' I V-0' - r-S- 41 1. W-0- - V-6 1 NOS" 'L' BRACE MUST EXTEND AT LEAST W- OF VJM LEMSM ROOF 64-EATHW OVER T" ( 5EF NAR.Rr ZONES) B4C V (2) V,.& NAILS VW cee MACE To IEXTe LEAST ORV21 CDX W% cl, UEB LEW,7H e-lEE TALE) 7x4 DiA'x BP-4r-E I 48° OG. V(4) 10& NAILS - EA END FW6T TU* 54Y8 GABLE TFIBS NAILS - 4' Ol- 2.4 PANFEL BLOOs - -48 0- DOLL -LE Lh - GABLEJEFORTEe4) FIOW5 OF FROM EA END TYPICAL W (1) -, W EACJ4 CZ ATTACUED W1 (2) Wd TCEAA LS a, VEDGE ANCHORS 32. O/CC.X4TMOUS BEARMSGYF'c" WALL BOAF D 2.8 I T_ LFCG -ERR (1) S VERT- GABLE END BRACNG DETAL 5FE FOMDATkDN FILA14 UND SPEED f00 I- r-Em uw_L FEflw Lr TO 301-01, FOR Fx--T LCCATI,--W GABLE TRUSS 5 IFATWH- GABLE TFIB$ 2x4 SPRJ OR BETTER solps,44 AaS - V-411, Ox-__--- LATEFZW- BRACES - 4'-0- 7.4 SFIuJ OR BETTER OR 2.4 LEDGER TO MATCt4 BOTTOM 4W 11 7x4 LEDGER TO MATC34 ekon7om GABLE ",ZZ5 O' ATTAC44 (2> Vd TCe ILS LATpAL BRACES - 41-01 Ls STRAP WESLOFEOFSGMSORTRI65 ,2,4 IL10 0 '* Z MiS$ 2x4 BLOCKW, AS- Or- OT- ATTAC14 (2) Vd TOE" (4&' Or-J 10d NAIL& ATTAC 4 TO UJEBS UNT4 CLMTERS SLOFE OF SCISSC R441-5 - 4'01::, OF (2) l0d MAILS ,A,, ATTAC44 TO UE55 UTP CLLr5TER5 BRACE5OFU) lod "L5 0d L49-6 . 4* OC. 41 01- TYFI 2 F-T. SILL DCUDLE LP4ML - GAfy-E BAD 2.4 DFZVWALL NAH-ER- BAR DCtOLE 2x4 TOP PLATE SEE PLAN FOR LOCATIOW GABLE TFJSS UB5 SECT I GABLE TRIS5 der- TYPICAL FACRIENT TYPICAL GASLE ATTAG41ENT TO CONCRETE ENE) WALL TO WOOD FRAMING END WALL WM- TRIS R-eTALLATM IS IN ADDITION TO hKYW- 7 4S MTALLATPON 15 N A[>DMON TO efzAcalnS OF TFA-115S "AlkFACTLIZER 5RACW- RE OF TFaJ5S R Rw EICANE- P4ENGINEFRING P BOX MM-1 M-VMWM SI.M FL 'Ml L -COM4 P" 9 j;!j co litLolift w 0 o sheetmL Of- TR UL 1 FROI IlUGTPESGRIFTIONFASTENERS LOADS UPLIFT 4 CODE- L15TINr-OMFC7 MAX, D L/S'YP SFF A META18 CONCRETE STRAP_ SBCCI 9603 1 1 14-10dx.1.5",(2 I y 10-16d 1500 1495 B N5 — - HURRICANE CLIP NER 3_93,422,432 4-8d, 4-8d 1485 455_- 265_ C MTS16 TWIST TIE NER 413 14-10d 3116 1000 860 D LSTA30 STRAP TIE NER 413, 443 22_ 10d 1670 1670 E HUS26 SINGLE FACE FOUNT HANGER NER 393 14-16d 6 16d 10000 1550 1110_- F - HUS26-2 __-_-.- DOUBLE FACE MOUNT HANGER NER 393 -- 4-16d 4-16d 8033 1080 — 775 PAL yBHA3.56 7.25 MASONRU HANGER 8" SBCC1 9603 18-10d, 2 ATR 3 4O x 8" 5955 1885 1355_ MFj 4BHA3.56%9.25 HANGER 9.25 SBCCI 9603 14 10d, 2 ATR 34„ x 8" 6050 3145 2260 PAG KAB14A3 56 11 25 MASONRY IAASONRY HANGER 12" SBCCI 9603 14-10 2) ATR 3 4"0 x 8-- 6050 3145 2260 w 1 Q C"J z C- i HD8A HO-DOWN TO 3" MOOD NER 393,469 3) 7/8 0 A.B. 28667 6465 4650 - SP4 TOP PLAT ANCFIORS 4X NER 432,443,499 6-10d x 1 5" 2917 735 530 R SP6 TOP PLA1E ANCHOR 6X NER 432,443,499 6-10d x 1.5" 2917 735 530 x x HGT-2 HEAVY GIRDER TIE DO NER 432 -- 8 -10d or L_BP 5 8" 28333 - 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d 3-16d 3100 980 700 _ eg BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d 6-16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d 3-16d 3100 980 700 ifTS20 HEAVY TWST TIE NER 413 24-10d x 1.5" 4430 1450 1245 r sGG 1 HD2A HOEDOWN T0-3 " WOOD NER 393,469 2 8"0 12150 2775 2000 P HETA20 i HEAVY CONCRETE STRAP NER 393,469 14-10dx1.5", 2 I 1410d 1735 1495ul fill FL FiHETA20 CONCRETE STRAP NER 393,469 1)ply 17-10dx1.5", 2 I 15-16d 2130 1860 Q Q 3 hTT28B HOLDDOWN NER 393,432 24-16d AND 5 8" OR 3 4" DIA A 4455 4455 0 Y s Hglit; s41 n 7Si-90i53 fib, (4W) 7i 71 Oleet pA. t6 l6 MPA59ARE spmu-M m 12716 d s s ..., .. S of TO FTL F.4W E rV3 W9 DFZT'rER 10/3 Un 5MALL AFF. 12/2 VB LIGHTW CIF. 14/24 UIS 0, C-FOU4D ROD PIA6,15C) A 4 INIRE! r 2' VIP I 1/2" V.T.R. I//Ij TUF3 1 1/2 2 LAv 1 1/2" -- Al UG, I 112"LAV b Y TUE WA 2v FLWOIN6- R,15ER 1&2 N 75 w m ELECTRICAL LEG -END WFLEX REc- EOUAST q no VOLT P,--. 91OKE DETECTOR WATER PROOF REC. SICKE DETECTOR (WALL 7 GRAND FAMT PEC. TELEV%04 WCAM REC. AmrsoN Box LCMOUTLET FLwRE5cB4T FD, TRACK LWTW. 5uxg 3 WAT SuTcw FLOOD LIGFff 4 WAY SUTCP D- POWER sumo,4 PECE-65FD Lr44T fie DOOR BELL TRECESSED L*WT (VAPOR PR XCER_W FAN PREURE RECESSED LrWT {ESEB'L) E 9 A)c EnscavECT L-j- I 4f M FAN FF--MWZ 0 x ra A LFM A T, T- 4 F L ___j TO TUK 4 ON ENrcgX4 W1LrWT441 - SID LL OPTSIZI S- T aw X— CN TE5PAWL Lo P72' X-54 GDO NOTE: SEE ATTACPED PVAG FOR GOPIRECT FLAN- -PQ NOT U-SEPVA(-- LAYOUT ON THIS --4-EET MEEsheet ETIGIRhSAL- FLAN A4 SALE = 1/4* =V-0' Ot RUPA CAST- Q.R ET ESAFE LOAD TABLE -c p -` GRAVITY FOR GRAVITY, UPLIFT & LATERAL LOADS Wm T L-12211 —MW-^$TM GRAVITY RSTM A6 202 44 R4C M 5k5Q, 4""'" 9.Maur pe A,%TH U-10 t'p. m W S, a,w eWI PRW-MT m MW; FRECAST ZW 12. 6" ru 1) PRW y. in 1'1ya, um mv. f W FRBcmT Intl. T-b, MWl' PKW-MT 60ptcdLA80' ttm tu4m ilt"I for iwzol=01m W" 'Fmd I =tm 'O1 In i— tommcrr,wt "A' UPLIFTaP q, %fally on '.voncit oE.Kr otm, LaiOTF4 M PRIC.AST 11 455Intel" "It tit rmRuw Dyl s ".z WIN 10013% 1W 911 reum"o I%fs "amol morryg" 54-) FIRMAST 2. N.P. - Not R01,00. a, We am total v'sp.n. d;=o1s, moo an um mt,- p,Fiord. lba" PRW-^ST imcclss4. We 1 60 Flow I -vier, mr ul P"r-"T to 10 Iwo 2ZRA 24,41 4Q6 PmN ,dmq cooi ronfoyted M"or" GW,%i ELM I pKeCAST m: Iv 4m ff xbAftu for t.0IFS; loo Wic" trotad lard % Frain the sofa Imd tPINM mumW rm9*ev M-ft-'A md Wat 0-0-1 Fr the I—,-- F- 1 1—.r pw imme,^ FmL REaCE VALUE BY 15% FOR BRAZE 40.FIEL13 11E5AI1 ALLIED LINTEL TABLES NOTES- TI 1, r000r in precoet moll TW p; = Ar' z retior im PWvd Exton, OM40 In Alils 3, 11, F- V'W-011Illeti4011011 2" 11"Xill" 8 ' X20" 8"Xz' Xu EI 4. It For le'd mcm s. covarmox mmomn wits $T C 0 FILLED FILLED VILLED FILL40 FILLED 10 PerMIt't1l1. P tl" 2000 12=0 120EE 12000 2000 bMAI Cyr "'f"M 9552 11440 1112000 12000 12000 Z. 1 461$ blar. 1759 86011 992. 13, pill ClopgitO Ulson- CaWtm mt,ot*0 -05 91 5 M 24aa 5M6 NL9464, to oring 9294 4024 4190 $522 ATE2542 W qq4A0.41 I=" vxw m Wcor f=F A-E) 1W iunqwr 65e, E1315 itl; a 1111 1994 2— I, or I MCA, rat 111= NtA or WelllimolA-7 I at 4aa84it 110 1522 las- 1 2211 Ism M02 2455 2131 1 a RWAR A-5 Eli 900 1224 EiQ4 ------ T- M68 2aW 212111% OR 40A-q fTal 421 488 A-10 L3141 I`13 414 114lb92 :1.:;Z. =-1.41 A-11 sna 93ma A-12 14W A C ONCRRTE FILL ; 42.1: E iA-1520U' FIELD eMMAR 225 3Hs5 4 a ao 0 Ism Z41 OR 40 1^ 5/0" ACTLJAL P T" LLIELENGTH I I W Cy) FIF x z i m 17- G) Be I I RFMUr- E VALUE By 2596 F13R SRADE 40 FIELZI T" X Cp M Ln 4 Uj I`j m 1p mMn on1 T Fp 0'T T T T T T F, 0 0rry 0 Ln rn l m m Fr M Fn Fn Fn m en m m A r- r- rri 4 m rn zLU -N41Lu W W W Un W m 1 1110' 421ALPaMT 4 z i rri Lf) ul 0 z V) El 01 CENTEX HOMES 1562 ( GARAGE LEFT) OXOrlandoDivision385Douglas Avenue Phone. 407061.2 '50 FEE, LINTEL DIAGRAM , 407 661. 4009 Ntm. nO Phone; 407,061,2150 $ 1.1ft 2000 ly U-. pi— T Fox; 407.661.4089 Altamonte Spfings, FL 32714 mwaawxe pye We' om c— NOTES: CAST-CRETE SAFE LOAD TABLES MATERI LS FOR GRAVITY, UPLIFT & LATERAL LOADS precast2- It = P` 3CM10 psi W/ mcx<ffmn 3/8' 4 r-r miasor" hits 4-1-1111 per ASTMgML tfTV' iFmjM net = r-0;=fvL- 5&erqh = noo psi. 5. F-tur pr- n Intel pet- ASTM ALiS EJ; ZbDFfekJrebur per ASTM A615 SR40 or CFSO. PrestressVq 5trorld per ASTM A41S TcdE 2m few rEfoxution. 1. -1/ 32 wre pEr ASTM ASID. 8- ru- tiar per ASTM 172-111 tj:m- M or 5 BENERAL NEITES L Ftovu: fl-- Full mortur hEud c.-%J bed jonts. 2 5hoIra filled Iftels 0s recluired. zl Installutton of Intel rmi5t crvpll with the crrh,,tFr-Ulraf urgj/brsh-L'-tuvol druwirlqs. 4- Lnt2ls ore mttired with 5-112' iong rotrhes at tIx- erxJ- tO 0C, 70l7Tn0Cbt2 VE!t-tr-01 Celt rEllfi=nq und 5- Aft lintels meet or Pxreed L/z-FSO vertcoldEf =tYzept Intels I-l'-4' orid kxcrr with cz rz7nmuf Pi--,Tt of 8' rr;eEt orexceed L/180. 6. Hotter FeU odl:ted reboi- to t fc)rcitEd at the bottom Of the littel LU'Iltj. 1. -In = deter wire to the bottornsteel For ITWI - a -. It — = Ime MD11 t.1H providedKi csite lintet P heu of rorr-rate M060MI cants. 9, Zfje=NLj:= - 1 DFUIIPos PF-'r. 8 AT55 on rUtMrOl dES9 SAFE L11A11 TABLE NOTES F—An votress u-n mrm-M4- tieuril-q, Ex,-Eptl(jrl: 59FE 100dS FOV UnHIEd fffltiafs mst to raTBEd tyl 20% if b2fi-irig less tMm B-1/7'. r1r'l-mmol necIrfflq- DfE! loadsfiCy- all FECESSedlintels13DSE-d 2- N.R.= Not Fated. EL Sofa kxry, ore total Sq ii-IT13-A- - -WclFed. dDjlcjwuUe foo jontheseLtion94Safebi:;Lis bLr.&d on igrcirt-- 40 or cyocte EO held relax. 5- Addtf:Kliut k3tevul food LL4=tj can t3-- Otitomed " the cjesEjer bj Froviling Dddional renfimced rcrcNv- j cbuve the precast Intel G- 0-1 ret3gar n1cri tL- 9-tnntLitEd fcr two #5 re rs n 8" Intels Onl'j 1 The EJE-scper nr j avuluate LCt FfjtratPd IODEIS FrOM the 50Fe lCud tC"E5 til tti-- mox'mm rf--,rtm rmmmEnt and shelx- at d-uW-A-'j from tf-e Face of sLpport. 8- Fu- ccrrpatte IXItE' l he, t us-x-, safe k,:cdfrom rt--xt tyvai- f rpt' 9, Ail safelrxxJ-, ti nutsoll u5iradlis pEr Inca- Forit. m 8 " .. E GRAVITY 4'- 4- (52- S PRECAST iaa9 3EFe 2182 3`54 4929 59G4 U5M 1621 3412 4'182 2±W 95S_ 4'-&' (54') FREF-AST r---i 1444 2"52 zu"; 6±12 9E'm n11 4461 IrISF, 264 E-4 34r2 -4 2 1219419446f08-18 51-8" (68*) W- ELAST 785 aa2 1EA2 11 50 t6 - 3 2162 40` 14E,4-126516 -8146839PRECAST T35 TIR iii- XI 747q- M24 2-M 2ii%- 9- FEE- _5450 Er411 6- 8, (80) PPEE ST 872 iUTI 2%S01 25-r, 35-LI 4522 101 61-1 2q-= 3 49M 6-133 &-n 6 7 1'90') BAST 665 1br- GTI 2252 RSS 245 294 i4- ,, 232R 3BM 5492 SS24 W 42M 21--iSea1163 PIRECIST 3ni 42— D Ba4 i2ei WFU1342 604 W 86 t71281 135 9, 8158" PRECAST W/ 2" RECESS DOOR- U-LINTEM P-EfTF-E VALtJE BY 15% FLIP FDPADE 40 FIELD PE13AR WRIMANE ENGINEERING 40)) — — — (mob r 4 77 PA EM MM &' F 32 1. PE# 176" 8" PRECAST & PRESTRESSED U- LINTELS 8" PRECAST & PRESTRESSED U-LINTELS RE11LEE VALUE BY 25% FOR BRADE 40 FIELD REBAP. NOTES- i ALLIED LINTEL TABLES MATEPIALS 4 INSTALLATION 1, rem n precast laTtel BREE) per- ASTM ABIS 2 retior n pom d bmm CP-40 RE- ASTM A&IS 3. Vc for precasthritEq5LftforFrldS. Lomi et2 rrx-. sc rjtntt:5 per ASTM L-90 T krMMASTM C = t' pe Mar 5 6. Fichard 0. Newmn, P I-. Engiiieer ng Irr - 1, 5h e all compcy5,te intels 4' OF- 8_ rill Lonposite bporns LOILUVAFaj w4th 1#5 9. state teed cw rummi 8- l-C-EX-ng 4' Mnomn) 10 oil _ m in pus.J5 Per meta- foot It. f zzg; rect I-. ted 're"t or safe. i=j FIELD FREDAR III - 15 GR 40 tCl zi M ni CDNCRETE FILL L11 W1 FIELD FE5ARQ. rF 40 ALLIED GRAVITY SAFE LOAD TABLE F0R_r CONCRETE Ll" LINTELS L.INTEj. t NGTH 8"Xil" 8X8' 8'Xt2" 8"XI6' 8'X20" 8"X24- 8'X28" 8"X37" UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED 210- E354`i 6251 f0125 12000 12000 1=10 1=00 12000 Av-2 3b, 3BEI8 3898 5291 8552 f1440 12000 12000 12000 4b' 2081 1914 3 71 4Ef6 648E, I2S9-- 8601 9924 A-4 slul 112a 1080 t8fo 2483 33a, 3294-. 3919 46--D 5350 A 75 I'E- 902 IOS-B- 184-4 25-42 40294-lqO5522 A-5 14" 655 53E, 1112 tS34 1994 243B 2902 3346-1 lob, 489 483 1522 185-1 2211 255E W4- S02 E12 484- 21fl-Ki 425 I= 2002 2455 2R-:N 5 IEFI A-9 12'8' 421 488 LET 900 1224 fb04 MS82-3E102124 A- 10 l3'4" 7193 4n 1-14 1053 1384 1692 2024 2344 14`0- 342 690 9E38 1233 1510 18138 2MIA- 12 14'8' 30f! i m 334 EAE E!,42 IRM 052 1624 18-M I - —1'4' 2-12 284 436 EH808 TI38 988 1188 BED A- 14 Fl 250 3- 95 4-96 8-501408 1696A-G_t_-_-_-L 225 365 4-13 184 U52 1300 IS-10 1831 ALLIED UPLIF "U" LINTELS Uf T AND X8 -87X--12- -8" X16-— -8 X20- -ii;i24;; 8 XZ8"; 8-X32- LATERAL LOAD LINTEL O. LENGTH UNFILLED 1FILLEDFILLEDFILLEDFILLEDFILLEDFILLEDFILLEDMFILLED210' 30% 3950 9194 0 tO= room Com 10000 4408 2 A H,b 18315 18-E 9,44 0-00 0 M 100 iFX= 0000 U0002592 4S' 018059 5 4224 5900 82[B 9440 0000 loory, 4!' , 510- 5-6 603 2380 E139 4=- 5503 61Fi6 k318 ill 345 EM 142i 4 HlEbl 4EM A-Ei 9'4' 1 228 252 934 129S IBBS 2059 2542 A--1 185 2m 156 1049 R- 1-4c IE62 2025A-8RW 3m 33- 3 B-92 911 H-10 1452li5i 20 A-9 fZ8' 241 252 645 99t i Ttt-4 A-10 4' 25350 3 E92 L 103 32 A-11 WO' 225 324 4-8 52 824 10 It-6 1385 A-12P14B' F 218 442 ER 955 1106 L280 2 A-0 n'41 145 253 rA 489 GOO 155 842 4 05 14 9'4' 184 214 M5 1 470 525 651 L A- 15 2ou - L 1 I 209 296 1405_i 504 EM SED u I m BLOCK RE RED:FROVIDE 7X4 E!ILOCKING IN THE RR&T THRIE-E FRAMW- SPACES AT 40' O.C. ER TO BE 5LOCKEE> AT S&' OL. OR PAT FZJN- EAO- FASTEN FLOOR 5HEATWTO W1 uATH ad OR ad POT r->IPFSo rALvAWZIFE) NAILS AT THE POLL SPACING 1) 0" ON CENTER AT ALL PANEL EDGE FRAJ1fI`r;t2) 12" ON CENTER AT ALL INTERMEDIATE FRAMIW FLOOF FIRAMIW VSHOUN 241 IDA--) L BLOCKINr, e 4a" O/C MAX IN r-IR5TTHREE FRAMIW: sSPACES 4 '1&' OC, TPEREFORE FLOOR 5RAG1N<']I; AT ENF—>WALL& PLAN F A eLoc-ED r>1 ZONE IS CALLED FOR ON ROOF O -E5 AR ='.-i 1.4 5LOCKNG . ALL PLYWOOD PANEL EDGES NAILS ® 4- O.C. FOR BLOCKED DI9 ZCXZ 86 KAILS, AT r.' Or- OR Set NAILS AT 4' Or- OR EC11AI-fVALEW EaUALP/ALEW FKEMATIC PtA.EMATtC MAIL A NAIL AT SUPPORTED EDGES SUP110FRTED EDGES AND IM It2' O.C. FIELD FOR OTHER AND BLOCKANDf2' O.C. FIELDFOR SHADED AREAS AREAS OF ROOF OF P ' 00., I/V,' 0-15 5N1EAT4W, OR V2° CDX TYP, m I ti RS N ROOF SHEATHING NAILING PATERN DETAIL COPE. 2X4 NAIL TO EACH TFZ,1SS c"I 111f," SOLID ROOF T 05B OR 1/2* CDX FRAMINGE RIOR CHIMNEY1A OF c1O?`rr TO El rEl-mkSdN, Cr UV to-loti k4A-6 UIALL STLM,$ 4 WEAVER C" UN 14 iOd "ILS E-E C-;C*w1EOTOR-C-PAfZt BOTTOMOFF-\ SC44EVIXE FOR TRISS STRAPS) D E TOP PLATE FEADER UYL C 10 IT7) 2xIOWV2' CDX FLITC44 I/Vl* O&B OR CDX EXTER OR SI-EATHI01r, FHW4EADER NAILEDV106GALVC`C- EDGES A'40 12' OO. FIELD EADER STUDS 2x4 PT WALL STLID W/ 3)1/ 2, C`1A ANCWOR BOLTS TO BLOCK RILL LENGTH WALL &TUDS- 1-- NO REQUIREDDONNECTORS 112' DIA- . &' ANCt-IOR BOLTS Et- T]ED 6" FIR L NT FOtZ! DATkDN W/2"xo -1/0' WASHERS, LOCATED EACH END ARID 37` OoFr_. 10- IOd NAILS MA EL. OF WALL - LEADER STUD \--2x4 PT. BOTTOM PLATE U" STRAP EVERY OTHER STUD TYFIC,4L FF;;-14MING 4NLD CONNECTIONS FCfP- OFENING 5 WILY12 Lw P- T, 2X6MV 1/2- DIAN- 'J' P.T. 2X4FILLER CUtNAILED Wl 8-foci NAILS F,T- 2X6 W1 V7' DA M, ' J' BOLTS 45" MAX, W/ &' MN- Ematrl. ( Typ DETAIL. TY. FIC-AL JAMB FASTENING, of OVEF- DEAD G,4RAr-.;E DOOR SCALE: N35. CSB 5HEATPPr, x4 OONT"' EA, SIDE ( rYPJ ROVIDE 4 BLOCKR,* 0 EA SIDE (TYF.) CHIMNET' DETAII- 5 @ICD INTERIOR CHIMNEY DETAILS INTERIOR 2TE4FSE MQLMREMeIT5APPLY a4Eikl INDOW/ DOOR FIA"PACTLIPERS FASTENING ET;4. O'- It, NOT SfIFCIPED. EJ-PX- EU_-Kr F0E- 9kV90 ASP-POORS U NAIL W1 JOS DIIA OR HEAVER POWER NAILS a' O/C AND 3' ?`IAy- FROM ENDS IYP- W I' MIN- R-IBEDMENT INTO BLOCK 2J ALSO ADD aV,' DIA, SELF TAPPING Cow- TPRI, um4DCW/ DOOR FEPSW (5) p4c4-es FROM ENDS MAX- AND FCI; ZTY (40) W-HE5 MAX. ONCENTER W1 I' M44: EMBEDMENT INTO BLOCK_ ATTACH TO EUC44 W/ Io SCREWS MAX. a, 0/c AND MAX a, OIC AND MAX, S' O/C FROM ENDS, I,) 01tSTALL 3/ w" DIAMETER SELF TA"Fgr- 00114C ANCHORS EIG"* T 0) 05MAX FROM ENDS 4F 24' ON CENTER MAXMW V MIN. EMBED. INTO BLOCK FASTEN IIIINDOUIDOOR TO PT BUCKS WITH *O 5CF--VZ 5' 0, 1- MAX AND MAX &' FROWN ENDS W1 I- t- TIR EMBED. INTO BUCK TYFIC,4L BLOC< OFENINIf-, IDET,41L FOR PT FUCK F46TEWr- 9ID 35 FSP FATWI) ws EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL 2X - TOP FL4TE I Plow OF 2X4 & LOCKR-s BASE cT 4E4NE METAL FRAVE WALL BLDE7UEEN STUDS A _DEL_ IL T(R. BAT2io—p C3ENERAL NOTE& wp_umm L LIVE LOADS- RooFZ 70Fsr FLOOR: 40-F STAR 40pef 7, am-n SPEED wrvh3scc. g-t- 3- ALL WORK TO BE IN ACCORDANCE OTH THE F.B.C. 70V CHAPTER 4, ONLy WiTTEN CPANG Ea APPROVED BY TI-EIE,fh R 5441-L BE PEFFJIED. mmumffim L ALL WCR< To BF N STRICT ACCORVANCE d4TP TI-S ACt 3t8 2 I-qx DESIGN CRITERIA. ALL CONCRETE TYPE I PORTLAND CEMNT ( A-Sl-rl C 60) D"RE554v,ESTRO,*T14 20 DAYS S"ALL BE 2500 ppeeI FOR S Ak&FOO ELSE I RATIO BY SPEGF41FID NON -AIR AIR GOr%1FE559vE ENTP-UIED ENTRA#,ED STRENGTFI (;,P DCNC4;ETE CowcFATE 75W 061 034 3000 038 0, 46 GRADE 1. OTHER WATER - POTABLE Ci- LORVE - NO?, iE 3- PROVIDE NOPMAL Wtr AGGREGATES IN COMPLIANCE UAT14 THE RECU1fRHt'IEFn5 OF ASTM C 33. 4- FIEEFRt' IESP FOR SLAB TO BE AT A RATIO OF.-T5 L55lYAJRV. FUN ODATION5 L FOOrftr, DESr-.it4 EASEDON MWft-X" ALLOWABLE SOIL 15EAJU45. PRESSURE Or 2000 P-F. 2- F FOOTNG ELEVATION IN PISTURDE1> 06TABLF OR LNSWTABLE THE EWRrEER SHALL BE KOTIFtEt> AND NECESSARY AVAI5TVIENTS BE K401E PER HIS R15TFUCT101145 3 FIF-E-FARATION OF TF4E 5IJiBGR.ADETOFOLLOW RECOI-r ATIONS, AS aUMNED N THE CCOTECM4CAL REPORT. SOIL, 4. STEPS IN WALL FOOTI r-- 5 SHALL NOT EXCEED A SLOPE OF (1) VERTICAL To (2) FiORIZOWAL- 5 VIBRATO 'NIPACTION E=IFJr NT WAR U"N W, VIBRATORY CO CAUTIG -N SHALL BE USED OPERATExISTR,r, &TRI 5 TO AVOID THE. FW5K OF DAMAGE TO THE 6TR-h--TL4RE. IASONFY -, L CESrN, MATERIAL AND SHIP SHALL BE IN ACcoRDAW-r UATW T}-E ACI 5TA?,VARD BULLMIrl CODE REIXURVIEW5 FOR COW-FIFTE N,45OWY ISTFIJ1-TLqQtS ACI5130IAGI 5301 7, CELLSINDICATED TO BE FILLED 514ALL DE GROUTED W11q 30,00 Psi C,0W-PFTE. (a' TO F0' SLUMPJ3, PROVIDE 25"LAP FOR STEEL - ALL LOCATIONS. 4, ALL CELLS ADJACENT TO CORNERS, ENV OF SIIEAR WALLS AND UIDER CONCENTRATED LOADS SHALL CONTAN VERTICAL REINFORCING AND SHALL BE FILLED DATA 5. caIcFETE BLOCKS SHALL COtFCR11 TO 45TM C-SO (28 DAY StREFtf TH 7000 pail (F'.-7500 P10, LAID IN F2LM04, BOND. 6. MORTAR SHALL BE TYPE N- 1. ALL RE -BARS SHALL BE GRADE 40 U-E55 U340, WOOD PL- L ALL WOOD FRA` M, 6 AND PRE-EW-D1EERED UPOODTFAI56E" SHALL BE DESr4-ED, DETA%LED' AND A&FucATED q4 ACCORDANCE WITH THE FROCZIDIJ 5 AND REQUIFEME1475 OUTLINED IN TIE LATEST FD1710N OF T"-. NATIONAL DESIGN 5PFO$ FfC,4TfON5 FOR Mk'0 C1Ot`*TF17--VON- 2. TFr- U000 TFaISSES SHALL BE SIZED AND DETAILED TO Rr THE AND LOADS NOtCATECI, ALL DESIGN SHALL BE IN ACCOFRIDAW- E UATW ALLOUAISLF VALUES AND -SECTION PflCJFERTES ASS AND tD, BY THE BUILDING CODE DFSr-1N CAL 5IGNED AND SEALED BYA LICENSED FIZCFE55ICNAL ENGINEER ARE TO BE SUBMITTED TO THE ENG#,EER FOR APPROVAL 3 I BRDGW, PE To TIE & F*4 OF TIE TRUSSES 514ALL BE FRO'ADED AS REaJIRED By THE TFJJ66 MAJ,&FAcTUBER TRUSS MAN,1FACTLRER SHALL PROVIDE STATEt-MNT THATBOTTOM CW-CRD OF ROOF TRUSSESAREBRACEDDtIRNGUPLIFTGCtr1iTION- 4- FOR 5TRU-TLIc?AL LUTIOER PROVIDE THE FOLLSPECIES SCUT EFN F>WE SUFFACE5 [)Ry USED AT J9% MAX. 14DE 1z FaICE a, M, C, 6f M02 of &P . PEFIRSOUTHGRADENO25- PROVIDE GALVANIZED METAL PAW Eza AND FRAMNGANCH ORS OF TP-- SIZE AND TYPE REC-O-T-2J4DED By THE t1AAFACTLARER FOREACH USE N'-LLt*,G, NAILS. (I-#Y & C,Ot,0,ECTCP5 OR EOJtVALENT) 6. ALLBOLTS USED FOR WOOD C47- 6TFUCTON SHALL BE A MIN "21 OF1/2' DIAMETER AND 6' N LENSTW (ASTM A-31911) Wtr14 MRL 1 1/2' DIAK a UND, 1- PROVIDE FRaltr, rE"3ERS OF SIZES AND OF SPAC CISSHOW OR IF NOT SwaK COMPLY UTP LINITN'S STUD FL 5 CHART_DO NOTSPLICE STIRlICTLRAL I"IEMBER6SUPPORTS a AtIC"OR: AND KALW, AS SPOUK AND TO COMPLY UTP THE NAILING E FROM THE 6T44DARD 5ULDItIO CODE, LATEST EDITION. 3. P- - -4 -OF -EATF9NG,, 11I6' O-- B OR t/2' CDX SEE Dp-d-,Sr FORNAILING PATTEP 6- vERIFIC,ATICN OF FIELD CC NEATIONS L CONTRACTOR SqALL ALL FIELD DONDtTiONS AND 04-IDIS40"15 RI-LATT"E To ux-ERE TFEFE ARE tCT& BETWEEN ACTUAL FIELD CONDITDATA FFESE*+TED N THE SUCP CZNDfT10,6 54ALL BE CALLED TO TIE TECTS, ATTENTION AND NECESSARY AD-PISIT'HR'nS MADE PER HIS MTRY-Tb0NS 2. FOR R 501-TS USE F.S OF EajrvALEW (A-3,6 OR A-aOl STEEL) 3. PROVIDE 2X4EILOCKNISCN ALL 5kDE5 OF THE RIDGE VENTS WITH 6d NAH-5 AT 4' ON CEWER- A] 0 T- by- — 01-22-01 Em ZA 11 Q OF W% M Od NALS M 'OF 3' FPCM TRES STRAPS TO FEW. TAP09k,5 TO CM MA*ACRJRER EACWSTRAP) EA04 STRAP) 0-134 4 4 W AN 'A' STRAP IS OR AFTER TPE pOF TI-ELNTM- BEAll AT TOP OF CM WALL TPEN A WDOD TRJS5 M,1,SSTRAP DE 70 Ga. GALV. W F_ Ell= Svl_ =TpM. A&I FOR iRJ5 vTlN.lN TO 54T ON TOTbEIFT644OUNFROMTI- IE TRIISS MAMFAC JZ MULL ALL RETjTAPOON' S UT44 1-1/2' MK EMED. LwTEL. SEAM WI(U`5- 1\ 7 r \ k I CM FOER51_ 4,657;A"LAYOUT e44er_lLFS OVER E. FELT OVER 0 2- 2XIC k*4LE_-l. OTWERlLq5e NOTED WOOD TRUSSES ON FLOOR FLAN STRAPPED AS 544171W ON TRUISS LAYaJT ryl-bCAL STUCCO IE Tj@- rNI544 (ALTERP"TE 2-()5TRAP TIES RIS LaPT, OVER D<5 CEDAR MkI")-- (ONE EACH &fr>E) CDR OVER 2Xr, 3/ 8. RG14-SAUN F*,E 5UBFA!`CiA I :__ \7 OR L121 EXT. GRADE - - - W/ CONY, ALL". DIZMALL Z_ E vFNTEC, SOWIT SEE FLR PLAN D51_. 7)la PEADER J FOR STRAFTIN-1 FOR 4'-&' NAX_ Eof=E Nlw, DEL. 2Xf0 U1000 POST 53 3112, CIDW- SLAB READER FOR 5-3' PER FLOOR. PLAN a V2- COMO SLAB MAl_ OPENNS UN.O. r, ML. VAPOR iEfl WIFOERME+4 ON POST OVERTREATEDPOSTCLEAN, COMPAcTED, PER FLOOR PLAN COMP4CTEDMLLPERPLANFILLW1t-ITHIC upAPFED W/5_,L__Go FTr_ UN 7 5 BAFI_5 0 t 7 ; F,) CO, SLAB FOR `F05CT SIZE ff- oR OCR L'44SEE FLOOR FLAN) FOR POST SIZE GRADE—__-...- GRADE 2 5 REaAF s NED SLAB AT THICKESECTION0 COVERED PORCH LEVATION -0 -REAR PORCH POST_ C f E A RIN GPORCH _. POST E p(Dpi MONOLITHIC DETAILS -_ SIMILAR) TI-e MS6,ED rILLEDCELLS CAN BE REFARRED 5Y EPDXY GROUTW. (1) 5 REEIAR (SEE EPDXY F'RopE - FE5 A0O 6FF_CFlCATb0r* "CONCRE5rVELICUID LFL OR E=IV) WO 5ORD BEAM AND INTO TFE FOOT94rC FOR ALL FILLED CELLS 6"MN ON PLANS OUT NOT FILLET) N Ti-F_ FELP FIZOVU:E 6' MRL EMBED. A?,r, 3/4*7 ROLE WO ISOT14 T4_ E BOND BEAM AND TPE FOOTW, TOP OF 5OND BEAM BEAM w COW_ 75, SFUCES ( TYP3 FILLED CELL VERTICAL W -, VERTEPDXYCiR ff '5 FZE54R EVERY OT Epl ROL_ E M .1 F—TOf- OF FOOTER ATTA4 4 TAPC NOTE, upcoKs sPouLD eE 94STALLED 14 STRICT ACCORDANCE UTH VS MANFACRIRE" REC0l- tlENDATIl:;** NOTE: Epoxy skoLLD BE 11,6TALLED IN STRICT ACC4C) RCIANCE aTP T1-E MAMJFACTL4RER`5 WNRIC141YE ENGINEERING a 7) n4- 3 FaX (407) 774-4]] AT 4a' 24- 24- Ift% T SIZE 30. aM 151— A Im 3vl OC_ PRovtDE (1) 05 AT 48' O.C. VERT. ANDM BELOW EA POST 1) 5 cicNT- 2) SO-FSON TS22 (2430Ub. max LIPLIFV or LOCATION FILL ALL gi. ROVICIE OPEN P c,4z:ER (2) SFIT22112 M30Lb. max IPT) Or CELLS uXT" 2500 F-V CCtALTER PEADJT. AT AS - 2) 601C 0 406-2 (34VLb, max LIFILFU moOK-11 IN R4D. FOR QJEEF's 5LOFllvl 7x4 POST SEE eRACE EX-MRIORIUDE vclp- ADE AwAlrDouSLE TGP FIL4N FOR GUAWRY OF WALL OuFaw. a, cm Fpr-" "cuSE PLATE Cot-BPACTICN OF T4445 AREA 4a- O-C- W-5 COW. AS 3 - CLF- COV. ALL RE5AR (TYR) RETt,{ t3iilG WALL AT PA7i(? f FOR PATIO SLABL LEAVE BfZACES R4 PLACE FOR I DAYS AFTER PATIO, SLAB IS POURED DETAIL For (2r-;G a156VTUTION For (JAIo GIfROECMCN E X o W F- Ill cl) Q cr_ w 0 cl L w C) 12f F_: CL 0 M I LLI WAIN