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Home My WebLink About147 Bristol Forest Trl - BR04-002969 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS 1.1 •4.1 01dysT/LBDIVISION Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT # 0 y' a DATE go(c). (.o O t PERMIT DESCRIPTION /1,2 S % F PERMIT VALUATION SQUARE FOOTAGE / ( D Ll/ n aM.tEtW, ,, City of Sanford Certificate of Occupancy This is to certify that the building located at 147 Bristol Forest Trl for which permit number 04-2969 was issued and has been completed according to the plans and specifications filed in the permit, to wit a New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: F. Ortiz Engineering: D. Richards Public Works: J. Crumpton Utilities: R. Blake Fire Department: Zoning: 03/10/05 03/16/05 03/09/05 03/17/05 Centex Homes Q b,, YV1'a, 03/17/05 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: Single Family Residence**** 03/07/05 04-2969 147 Bristol Forest Trail Centex Josh 407-466-3441 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be apprec. ted. Engineerii s Fire Public Works ] Zoning Utilities D Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: CONTRACTOR: PHONE #: Single Family Residence**** 03/07/05 04-2969 147 Bristol Forest Trail Centex Josh 407-466-3441 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 71 Engineering W D Fire _ 4a)*40-tL ublic Wor -2- Zoning — 1 D Utilities f Licensing4V CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIOIN k, Single Family Residence"" DATE: 03/07/05 PERMIT #: 04-2969 ADDRESS: 147 Bristol Forest Trail CONTRACTOR: Centex PHONE#: Josh 407-466-3441 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineeringj Public Works 1 Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 3/08/05 15:15:11 Location ID, . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5View detail Opt Description 247995 22.19.30.502-0000-0690 147 BRISTOL FOREST TR PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information PRESERVE AT LAKE MONROE SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2969 PD 9-10-04 SEE REC#7177 3/4"WA METER SET FEE $190.00 PD 9-10-04 REC#7177 F2 Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel k i FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200: ELEVATION CERTIFICATE Important. Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 147 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 69, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 'rf necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (type): e - ##' - ##.##" or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION CITY OF SANFORD 120294 1 SEMINOLE I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 12117CO035 E 4117/95 4117M X NIA 81U. Indicate the source of the base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes CD No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction* ® Finished Constriction A new Elevation Certificate will be required when construction ofthe building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is beingcompleted - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, ARIAH, ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used, tt the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the spaoe provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 14. 5 ft.(m) o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (Vzones only) N/A. ft.(m) o d) Attached garage (top of slab) 14. 2 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 14.1 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 13.0 ft.(m) o g) Highest adjacent (finished) grade (HAG) 13. 2 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacentgrade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) N W SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: JAMES J. JILES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 3/4/05 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 147 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC NumberSANFORDFL32771 SECTION D - SURVEYOR, ENGINEER, ORARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3•E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION_ (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is ! ft.(m) ^in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, If available). E3. For Building Diagrams 6S with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m)—in.(cxm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cxm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property ownerorowner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and Efor Zone A (without aFEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare correct to the best ofmy knowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a buildinglocated in Zone A (withouta FEMAAssued oroommunity-issued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ 0) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: — ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81.31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 69, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FOR THE BENEFIT OF AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC I" - 30' GRAPHIC SCALE rT'—I 0 15 30 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). CSX RAILROAD R/W OLD MAIN LINE TRACK UNPLATTED PER THIS PLAT) 3'11"W 50.00' N5. I i LOT 69 6.250 SOFT. i 4U.0 `.. . DAM GdN I2ETE.DECH fn..,. '•z POOL AREA;.': o u W y n Z7a LJ sy . cn ONE STORY ui CONCRETE BLOCKCp wclm ,ten RESIDENCE FINISH FLOOR o ct iZ ELEVATION=14.52 ;° (n 0 LDLOT70COVE ENRYEO r*i LOT 68j 5.0 V I C,6kRE TE^: N I I DRIVEWAY,,, N n LJI O---- Ul O p 6EASEMENT WALK IS w-:.>.._.';;. •.:•,.;•.. WALK IS 0.1' OFF IS5^ "23'1 1 nE 50.00' I ` F II N 35'36'49" E 125,00' _a APT 585.65 1 PI NN 4924.48'--fin+- SSa23'n"E 610.33' t' S 54.23'11" E CENTERLINE OF.) 431.07' RIGHT-OF-WAY BRISTOL FOREST TRAIL oa: FJO50' RIGHT-OF-WAY Q=pl NOTE: A 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-02-05 UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND, 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANELNO1202940035EBATED4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 69 FIELD DATE:) 10-14-04 SCALE: I" = 30 FEET APPROVED BY: SJ REVISED: LEGEND FND 1/2"IRON R00 AND CAP BUILDING SETBACK LINE O LB #68 ( 03-02-05) CENTERLINE FND NAIL AND DISC RIGHT OF WAY LINE LB #68 ( 03-02-05) t 31 4 EXISTING ELEVATION FND 1/2" IRON ROD AND CAP CONCRETE LB #6393 ( 03-02-05) l CNA CORNER NOT ACCESSIBLE LB LICENSED BUSINESS DENOTES DELTA ANGLE LS LICENSED SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATUREP) PER PLAT PI DENOTES POINT OF INTERSECTIONM) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL S/W SIDEWALK A/C AIR CONDITIONERCPCONCRETEPADCBWCONCRETEBLOCK WALLCSCCONCRETESLAB CHORD LENGTH RP RADIUS POINT ELEV ELEVATION OHU OVERHEAD UTILITY LINE PK PARKER KAION ID IDENTIFICATION R RADIUS POLPCC POINT ON LINEPOINTOFCOMPOUND CURVEPOCPOINTOFCURVEREVRE-0 AMERICAN SURVEYING & MAPPING I HEREBY CERTIFY, THAT THIS BOUNDARY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES_ JOB NO. ASM39683 DRAWN BY: FINAL 03-02-05 VH CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 FORMBOARD I1-15-04 CKB 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA PLOT PLAN 7/15/04 SDO 32789- (407) 426-7979 FOR GGG"' THE FIRM JAMES JAY ALES PSM #4997 DATE REVISIONS PERMIT #0'/- 2 c[6 ci ADDRESS CONTRACTOR DATE PH # '-/ 0`7 - U,-1 -,7, Ioc, FAX #— C/G -7 - 3,-c - L-1 e i DESCPRITION OF REVISION: UTILITIES FIRE BLDG li-)/ to'yi ek 1b : Sy UkL H 1 K -t 4i ! SGtiSC y FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1692 -13 0 cl Builder. CENTEX-FOX & JACOBS Address: 1 q7 'r4,z -- / is>?c- 5 i75 Permitting Offtce: City, State: .,g ,mo, PCI_= r=c Permit Number Owner C:'N'-4c tf r n a- S Jurisdiction Number J ISZX :> Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi-4 lily Single fatuity _ 3. Number of units, if multi -family I _ 4. Number of Bediooms 3 _ S. is Nis a wont ace'! Yes _ 6. Couditioned floor Arta (ft 1692 W 7. Glass aces & type Single Pane Double Pane _ a. Clear glass, default U-factor 152.0 ft. 0.0 ftt _ a Default tint 0.0 ftt 0.0 ft, _ c. LAbeled U or SHGC 0.0 ft, 0.0 fit 8. Floor types a. Slab-On-Gmde Edge Inwlatioa b. N/A c. N/A 9 wall types a. Concrete, (nt losul, Exterior- b. Frame, Wood, Adjacent c. NIA d N/A e. N/A to. Ceiling types A. Under Attic b. N/A C. NIA 11. Ducts A. Sup: IjAc. Ret: Una AH(Sesled):Garage b N/A R=0.0, 191.0(p) ft R=4.1, 1080.0 R? _ R-11.0, 258.0 ft' _ R=30.0, 1704.0 RI Sup. R=6.0, 1.0 ft _ 17. Cooling aystcmx d Central Unit b. N/A c. N/A 13. Hating syatetU a. Flectric Hat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A C. Conservation credits HR-Heat recovery. Solar DHP-Dedicated heat pump) 15. HVAC aediu CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thennostat, MZ{-Mullizooe cooling, MZ-H-Multizone heating) Glass/FloorArea: 0.09 Total as -built points: 21095 BASSTotalbasepoints: 243M I hereby certify that the plans a specifications covered by this calculation are in corn ance with the Flo 'da Energy Code. PREPARED BY DATE:, I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 7I 46< Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.30) Cap: 30.0 k8tu/hr _ SEER:13.05 _ Cap: 30.0 kBtu/br _ NSPF: 9.00 Cap: 40.0 gallons er•: o as 03/09/2005 16:39 DEL AiR 4 4073283859 N0.375 0002 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* - 86.2 The higher the score, the more efficient the home. I . New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 — S Is this a worst asc? Yes _ 6. Conditioned floor area (R') 1692 ft' 7. Glass area & type Single Pane Doublc Pax s a. Clear - single pane 152.0 ft' 0.0 W _ b. Clear - double pant 0.0 A, 0.0 ft' c. Tintiother SHGC • single pane 0.0 hi 0.0 it, _ d Tint/other SHGC . double pane S. Floor types a. Slab-On-Gadc I dgc insulation b. NIA c. N/A 9. Wall types a. Concrete, Inc Insul, Exterior b. Frame. Wood, Adjacent c . N/A d NIA e. N/A 10. Ceiling types a. Under Attic b. NIA c. N/A It. Ducts a. Sup: three. Ret Unc. AH(Sealcd):Gugc b, N/A R=0.0. 191.0(p) ft _ R=4,1, 1080.0 ft' R=11.0, 258.0 ft' _ R=30,0, 1704.0 ft' _ Sup. R-6.0, 1.0 (t _ 12. Cooling systems a. Central Unit b. NIA c. N/A 13. Heating systems a. Electric Heat Pump b. NIA c. NiA 14. Hot water systelas n. Electric Resistance h. N/A e. ConwI"ation Credit$ HR-Heat recovery. Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceilins fan, CV-Cmss ventilation, HF-Wbolc Rouse fan, PT-Progni nmabte Thermostat, Mx-C-Multizoat cooling. MZ-H-Multizoae heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Koine: CitWFL Zip: Cap: 30.0 Mulbr _ SFPR:13.05 _ Cap: 30.0 k8tu/hr HSPF: 8.00 Cap: 40,0 gallom EF: 0.38 _ NOTE The homes estimated energy performance, score is only available through the FLARES computer program. This is m rt a Building finery Rating. /fyour score is 80 or greater (or 86for a VS EPA/DOE EnergyStarrdesignarion), your home may qualify for energy of ciancy morrgoge (EEA4) incentives ifyou obtain a Florida ,Energy Gauge Raring. Contact the .Energy Gauge Hotline at 3211638• 1492 or see the Energy Gauge web site at www.fsec.ucf edti for information and a list of certified Rater. For information about Florida's Energy Efficiency Code For Building Construction. contact the Department of Community Affairs at 8S0/07/824, EncrgyGaugeO (Version: FLRCSB v330) 03/09/2005 16:39 DEL AIR 4 40?3283859 N0.3?5 9003 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #f: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Om( Len Hgt Area X SPM X SOF = Points 18 1692.0 25.78 7861.6 skvle. Gear S 1.0 6.2 16.0 48.22 0.96 735.2 Sirgle, Clear E 1.0 6.2 32.0 83.97 0.97 1993.2 Single, Clear W 1.0 62 32.0 57.66 0.97 1796.9 Sirgle, Clear N 1.0 6.2 32.0 30.19 0.98 944.8 Single. Clear E 1.0 8.0 40.0 63.97 0.99 2528.7 As -built Total: 152.0 7"11.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM a Points Adjacent 258.0 0.70 180.6 Concrete. Int Irxul, Exterior 4.1 1080.0 1.18 1274.4 Exterior 1080.0 1.90 2052.0 Frame, Wood, Adjacent 11.0 258.0 0,70 180.E Base Total: 1338.0 2232.0 As -Built Total: 1338.0 1466.0 DOOR TYPES Area X BSPM - Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 E:4arior lnaulated 20.0 4.60 96.0 Exterior 20.0 4.80 26.0 AdjacentInsuialed 18,0 140 28.8 Base Total: 30.0 124.6 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1704.0 2.13 3629.5 Under Attic 30.0 1704.0 2.13 X 1.00 3629.5 Base Total: 1704.0 3629.3 As -built Total: 17"0 3629.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM Points Slab 191 A(p) -31.8 6073.8 Slab -On -Grade Edge Insulation 0.0 191.0(p •31.90 6092.9 Raised 0.0 0.00 0.0 Base Total: 6073.111 A"uilt Total: 191.0 6092.2 INFILTRATION Area X 6SPM = Points 1 Area X SPM - Points 169210 14.31 24212.5 1692.0 14,31 24212.3 EnargyGaugeO MCA form 60OA-2001 Er"yGaugw&FIaRES2001 FLRCS8 v3.30 03/09/2005 16:39 DEL AIR -i 4073283859 NO.375 0004 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT M BASE AS -BUILT Summer Base Points: 31977.2 Summer As -Built Points: 31327.8 Total Summer X System Cooling Total . X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points OM x OSM xAHU) 31327.E 1.000 1.087 x 1.150 x 0.9S) 0.2E1 1.000 9721.3 31977.2 0.4266 13641.5 31327.8 ' 1.00 1.188 0.261 1.000 9721.3 EnorgyGovge 1" DCA Form 60OA-2001 En&WGavWVF13RES2001 FLRCS8 v3.30 03/09/2005 16:39 DEL AIR - 4073283859 NO.375 9005 I FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #; i I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1692.0 5.86 171114.7 Single, Clear S 1.0 6.2 leo 0.90 1.01 159.2 Skqe, Clear E 1.0 6.2 32.0 12.37 1.01 399.0 Single, Clear W 1.0 6.2 32.0 13.25 1.00 424.7 Sings, Clear N 1.0 6.2 32.0 15.07 1.00 481.2 single, Clear E 1.0 &0 40.0 12.37 1.01 497.8 As -Built Total: 152.0 1961.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM - Points Adjacent 258.0 1.80 464.4 Concrete, Int Insul. Exterior 4.1 1080.0 3.31 3569.4 Exterior 1080.0 2.00 2160.0 Freme, wood, Adjacent 11.0 258.0 1.80 464.4 Base Total: 133810 2624.4 As-Buiq Total: 1338.0 4033.8 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exurw 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 30.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1704.0 0.64 1090.6 under Anil 30,0 1704.0 0.54 X 1 00 1090.E Base Total: 17"0 1090.6 As -Built Total: 1784A 1090.6 FLOOR TYPES Area X BWPM 3 Points Type R-Value Area X WPM - Points Slab 19,AP) -1.0 362.9 Slab -On -Grade Edge Insuletion 0.0 191.0(p 2.50 477.5 Raised 0.0 0.00 0.0 Bass Total: M2,9 As -Built Total: 191.0 477.5 INFILTRATION Area X BWPM - Points Area X WPM Points 1092.0 .0.28 473.8 1 1692.0 -028 473.8 EnsrgyGaugeO DCA Forth WOA-2001 En9nNQauge&FIaRES2001 FLRCSS v3.30 03/09/2005 16,39 DEL AIR - 4073283859 N0.375 0006 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details i ADDRESS:. , , PERMIT aF: BASE AS -BUILT Winter Base Points: 4837.0 Winter As -Built Points: 7263.8 Total Winter X System a Heating Total X Cap X Duct X. System X Credit = Hating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x PSM x AHU) 7263.8 1.000 1.078 x 1.160 x 0.93) 0.427 1.000 3681.4 4837.0 0.6274 3034.7 7263.8 1.00 1.188 0.427 1.000 3681.4 EnergyGauge^ OCA Form 600A-200, EnergyGoupO RaRES2001 FLRCSS v3.30 03/09/2005 16:39 DEL AIR - 4073283859 N0.375 0007 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT M: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 40.0 0.88 3 1.00 2W.00 1.00 7692.0 As -Built Total: 7692.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 13641 3035 7692 24368 9721 3681 7692 21095 PASS EnergyGsuge" OCA Form 60DA-2001 EnergyC*8ugs&FIaRES'2001 FU2CSS v3.30 0 j: 09' 2005 1 b : 39 DEL AIR 1 4073283859 f40.375 0008 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT N. 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTM RE uIREME TS FOR EACH PRAcncLc CHECK Exterior Windows & Doors 606.I.ASC.1.1 Maramum..3 cfm/ .ft. window area: .5 cfm1sq A. door Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windowsldoam & frames, surrounding we foundation & wall sole or sin plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bollom plates: between walls and floor. EXCEPTION' Frame walls where a continuous infiltration bamer is installed that extends from and is sealed to the foundation to the too plats. Floors 606.1.ASC.1.2.2 Penetrationsropenings >118' sealed unless backed by truss or pint members. EXCEPTION' Frame floors where a continuous infiltration barrier is instaled that is sealed to thg perimller, pene"Wris and seams. Ceilings 606.1.ASC.1.2.3 Between walls & ceilings. penetrations of ceiling plans of top floor. around shafts, Chas soffits. Chimneys, cabinets sealed to continuous air barnec gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous Infiltration bamer it; installed that is sealed at the perimeter. at penetrations and seems. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearanca & 3' from insulation; or Type IC rated with < 2.0 Chin from oenditioned spam. tested. -- Mulli--stgry Houses 606.1 ABC.1,2,5 Air bamer on perimeter of floor cavity between floors. Additional Infiltration regts 606 1.ABC.I.3 Exhaust tans vented to outdoors, dampers; combustion space hearers comply with NFP have combustion air. nw 77 r%VLIC0 OOCC/`OIDTIUC VG ACIIOCC Jwu + 1, a m 6 — mwn AsA hu mil rnciAsncnc I COMPONENTS SECTION RlFQLW*MENT'S CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked oru+it breaker aleetric or cutoK as must be provided. External or built-in heat Imp ieguired, Swimming Pods & Spas 612.1 Spas & heated pools must have Covers (except solar heated). Non-dommeroal pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal MSkncy of 78%. ShQwerheads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG Air Distribution Systems 610.1 AM duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. pacts in unconditioned attics: R-6 min. insulation. HVA S orate madil aooessible manual or araomaUC thermostaem tforeacneveInsulation 8041, 602.1 Ceilings Min. W19. Common walls -Frame R-11 or CBS R•3 both sides. Common calling & floors R-11. EnergyGauge 11 DCA Form 800A•2001 EnergyGaugs&FlaRES'2001 FLRCSB v3.30 W11jj1 AM!D 1b:.5j UtL H l tl -i 4W'eJdd Jbbj HU, 5 in u17by RIGHT-J.CALCULATION PROCEDURES A, B, C, 0 Entire Housg DEL AIR HEATING,AIR CONDIMNING,R Job: 1692 6.27.01 109 COMMERCE STREET, LAKE MARY. FL 327464204 Ph*": (e07) 031-2666 Procedure A • Winter infiltration HTM Calculation' 1. WWW i Ration AVF 0A0 ach x 13MB fv x 0.0167 - 180 Cfm 2 Winter irlill ation bad 1.1 x 180 Cfm x 32 'F WrderTD = 6353 BEh a W"Or Mallon HTM 6353 Bkh / 190 ft2 Total window = 33.4 BLOW and door area Procedure 8 - Summer Infiltration HTM Calculation 1. Swrw it %aton AVF 0.40 ach x 13538 R' x 0.0167 90 Cfm 2. Srr rim Maim bad 1.1 x 90 dm x 18 'F S jym TD - 1787 BIh 3. SUTOW inoabon HTM 1787 Btih I 190 fe ToW window 9.4 Biuhffe and door area Procedure C - latent Infiltration Gain 0.88 x 0 grlb moistdiR x 90 Cfm = 2861 BOA Procedure D • Equipment Sizing Loads 1, Sensble Siang bed Sensble ventilation bad 1.1 x 50 Ch vem x 18 'F SLvm M = 990 BW Sen9ble bad for *UCt a (Lne 19) 18858 Btth Sun of vatb lion and sh re buds 19" 9tih Rakg and *rVeftn w*g mApW x 0.% Eq *rns tsmn9 load - senelble y 19452 Bth 2. Latent sting bad Latent verdabon bad 0.68 xSo Cfm vot x 43 gMb moist.d. _• 1474 8tuh kvwnW _230 B1h x 5 Poo* 12W150k In ed badfromProoureC + 1 &ip EQUPT t si2hg load - Lalat 986 BVh ConstlT. lction Quality k: a No. of Fireplaces is 0 8e14realie ralvF Aav 6COR wanu•lly or•glddM - Rinbl oerOW by ACCA to meet al regl lilemarlls of MMUMJ Ah Ed. At& Wr'IghcSOfi Ripnl-gull• Mtloanuah 6.6.Oa RSR260I4 _Z002-Aor-o3 16:17 39 E: 1Fi1eelnFox d /oco06 300R1iCo111691.sr ape l 03/09i2005 16:39 DEL AIR- -+ 4073283859 NO. 375 D010 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job; 1692 8.27.01 109 COMMERCE STREET. LAK6 MARY. FL 527a6-6206 Phony (4071 691-2665 Project• • NOW. MOCt31092 Design Information 0 Winter Design Conditions Outside db 38 IF kw* db 70 'F Oesgn TO 32 IF Heating Summary Suidirxi heat loss 27751 8Uh VenWakon air 0 ccOttfn VDihaenhealloadd27751Kh Infiltration Mehod Sinpffied quaky Averdge0 O Wido AP, FL, US Area ftVdurne 1N) Heat' et3Q6 1123536 E NAGF dma ( ) 0.80 8800 0 9900 Heating Equipment Summary We -W4TRCI- Trade Summer Design Conditions out5be db 93 -r 18Desn F PAWve hu'ndly 50 % Mosdxe d#emnce 43 grAb Sensible Cooling Equipment Load Sizing struc wm 18850 Btuh VerNation 990 BQih Oesgn b3rrlperarxls suing 3.0 'F Use mfg. data n 098 Total sense eq*. loadload 194U Btuh Latent Cooling Equipment Load Sizing v o r al pins 1150 81 h Verdaeon 1474 .Btjh IrddtiOn 2861 Bbh Tdai Want load 5286 Obit, TOW rteg*u 2472.33 Pagq nbl- at 0."/o SHR Cooling Equipment Summary Male-WNiFr.L Trade Effnency o t HeatingAcbra1T*aa6;-qfa Heating air Now factor 7,8 HSPF 0 ekh ® 4rF 1000 IF chr 0.036 drlyBEuh Effidency Latent coo&N TAB cooRg fan c00kQ air flaw Ya= 12D EER p8'700 OW Bbjh 1000 ctmm 0.053 ckTvB" Space "M)Ostat Load sensibie heat ratio 79 % Sold/uat/c values ba.e been 01•nvalry ove redden PnnlD<Jt el3r&W by ACCA 1n meet all mq itimenb of Manual i 7h Ed. t` Wr-iV lh1t50ft R.ghh SuH• R.Iaw,,," $S.06 RS"01/- _ 2002-Apt•03 15.1731 ACCk E A JJ6obe 2007N69211692.1;, papa 1 i 03/09/2005 16: 39 DEL H I R - 407328:385'J Nu. .S!5 LOU ll RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 9,27.01 s09 COMMERCE STREET. LAKE WARY. FL 32746-6206 pnona: 14071 631.2665 W S D W G L S S 0 N A S O 0 W C W S N K D Y l R A L L A O T H V G N H W R A H L G C V R V R H G H T N A H A W L Z E M D G Z L O X Y T M R R BDRM2 a n n a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 20.4 16.0 0.0 MCIMSTR. BR a n w a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 PNTRYILDY BTH1 BTH2 BDRM3 a n e a c n 0 d 1 1 90 1.0 1.0 1.0 52 54A 32.0 0 GREATIFOYER a n S a c n 0 d 1 1 90 1.0 1.0 1.0 52 30A 32.0 27.1 KITCHEN b n w a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 54A 40.0 0.0 wr9ghtsoR Right-Sonc Resiaentol" 5 5.06 RSR24014 2002•Ape-03 15:17:39 4CCK E.Wil*&lhFOt 6 Jaccoi 20021169211692.T4r Pige 03i09 2005 16:39 DEL AIR -t 4073283859 N0.375 0012 i RIGHT-J WORKSHEET I Entire House' I VEL AIR HEATING,AIR CONDITIONING,R Job: 1692 8.27.01 101 COMMERCE STREET. LAK Y. FL 32746.6206 rnonc 407 831.21560 MAN.K.Ot1EdFNvmdamCv e H.. WF" NACA L m Et F IIRYA IY 2 L&Vhdaplseovet PWM* Mt7D 1910 R R M0 R 17 R 40J0 R 60 0AA R 4CovtCpkn60hwdaB.0R NQftd BD hl wmd8D IIMOW TIMCF 000VIf INGIHO IN R I 1 o 09 1 (R) I v C17 A. I R'1 1 ti0P01 49 Cq Nei R' II Latd(F] rIy 1 09 5 OV66 1 1- 1101 1 4 1 2 1J AqD I I 1 qqd q _ I a8 1 01 1 Pas" cl 13C d cl 29Q1 qq1 '"' 1 1 01 1 PI O. a 1040[ l 014 d .. q 01 0 61 w,*.., d I *I 1C I A 1 I I q4 41,01— I t 0 1 q1 I cl 9c & 1 1 q A I A 1 aIe1 o1 001 71 wrm, ARd I Nora 1 m.4 d—" 6A 1 17411 0 of q 51o1,f1 00 1a ooaatrera6as e ,w b 11A 1e t tz 12 3* 3A0 Z5 o 0 0 c 0. 0 0 0 0 0 9 NIt a 149 2t 4977 2226 491 215 238 1 4e 0 221 1 eqo 1 b 13C lei ill-' 3 qq.- aq 11a qq 80q 302 01 1 qq qq 17d31q a qq q qq q 01 aa W qq a parAd6 i10 u a of 0 01 Q q q 0 00 10Ce*, V a 160 1. 1, t tAY M 111 337 32 M 0 1 e 1a1 o. I all 01 01 1 1 0 01 4 1 4 4 4 1 01 1 01 e 0 0 0 0 0 0 I 0. 0 11 FW, a 22A 0 191 e(bt 00 10 0 0 60 1 f 0q 0 Nog IOtYPbI0. q 1 01q q 4 qqq 1 qq1 a1 01q 1 0101 QI oAoAQo1qoIsl1 0 0 0 0 0 121 Irltrakn a1 314 9 ImQ' 17E1ie SA 9J MI 301 01 q0 11 Sttno lt1 6 8.•11.12 4fa94 0 T I L®ceOtfTiltl6tiy0114l ct6 tartitr OLd 1v 2511 1 VA 3 1 OJ I A I— WJ A— I IT01 I= a13+14 27131 16 qw. c 307 t9b 0 I 0 1 17 M RSH yy7 9 17+116 1: 17M 1 ffil r 1 I 1 I 01 1 = 0 1 q1 ust7n% r I Q 1 "_ >dA 11I _ 1 171i1 14 qNq ral x 11I yinCl 11A0 J AI a pndshdromibry $ II F I 1A I14Q11FknhLlt aer& d by ACCA b meet amg4enaids of Martial J 71h Ed A wrsSj" tSC? fRIgn4Sulte RsclEcn1161^ 5.5.06 RSR28014 2002•Apr-03 I5.17:39 E:lfile3lnFox a iefQ05.200211892%1692ra p39e I COUNTY OF SEp IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 1O4-7637O DATE: ...... _ OL/r4 qtpqBUILDINGPERMI o UHTDDRES77 LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction iii------------------------------------------------------------------------------- FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST 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 $ 1,384.00 AMOUNT DUE $ 2,285.00 STATEMENT kECEIVED BY: _ SIGNATURE NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OFFEES WHICH ARE DUE AND PAYABLE PRI(jR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RI81ATS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALL CUATIONS OFTHE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE., COPIES OF THE RULES 8OVERNIN8 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*** FAMILY BUILDING PERMIT******************** l/'. ' / u , Permit # Job Address: CITY OF SANFORD PERMIT APPLICATION Date: / t' Lo Description of Work: CONSTRUCT CONCRETE BLOCK SINGOFAMILY DWELLING Historic District: 6 Zoning: Value of Work: s 476 Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water osets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: __L— # of Dwelling Units: __ Flood Zone: ,_ (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— D 6 y O _ (Attach Proof of Ownership & Legal Description) Owners Name & Address: CENTEX HOMES, 85 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name & Address: _PATRICK J . KNIGHT/CENTER HOMES ( SAME AS ABOVE) I \ I ^rm A A & s t$e%t-rn c Number: CG C049689 407-467-2643 Bonding Company: Address: Mortgage Lender: NA Address: tJ Architect/Engineer: HURRICANE ENGINEER Phone: 407-774-9003 Address:a 7 6* Fax: 407-774-8477 Application is hereby made to obtain a permit to do the wofk )drxI'W iI tat a ., I certify that no work or installation has commenced prior to the issuance of a permit and that all work will 6e'perfornied to meet standards ofall laws regulating'construd'tion in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is 'fi on that I will notify the ow ef-the property of the requirements of Florida ten Law, FS 713. JUL 9 2004 Signature of Owner/Agent Date Signature of Coon—tractor/AgesntDate PAT MGHT Print Owner/Agent's Name Print Co tractor gent's Name JUL :i 9 2004 Signature of Notary -State of Florida Date Signature o ot`1`l Lary to of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: i[ L0 Zoning: Initial & Date) Special Conditions: Contractor/Agent is XX Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) KWI3ERLY A. f3RZf 01 FJ Commit DD0299442 Expires 3129/2008 Bonded thru (800)432-4254: Florida Notary Assn., IncSu...uu...ur ........... ............ as .... i CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE LOT pq PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoin instrument was acknowledged before me thisV19 ?0041 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. NOTA UBLIC MS Q`yoGB( C•.,,^; t 1100299442 z _ Exprn•;s 3/29/2008 Bonded thru (800)432-4254: 5................... ... Notary Assn., Inc .i CITY OF SANFORD PERMIT APPLICATION Permit #y `l — 2— < Job Address: A,% <i Description of Work: Historic District: Zoning: Value of Work: Date: "CC Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2-- Plumbing Repair — Residential or Commercial Occupancy Type: Residential --v/— Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address Attach Proof of Ownership & Legal Description) u I! r Phone: Contractor Name &Address: V("CI —~CXt Ic l i CJ S `J'f d k Fl. f 7 State License Number: 26, Phone & Fax: ft) ""z 3s7, c lRr 7 Z Contact Person: Phone: (*'2) Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities)ick] as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the reqfiirements,41orida Lien La , F l3. l6 _.- o y Signature of Owner/Agent Date JS'a;tureof Contractor/Agent Date GY' 1/ti e Vv GL dinG Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: City of Sanford Building Division 16 ?09-, Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating looter sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plait 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. Au elevation of all exterior walls - cast, west, north, and south. Finish Floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, hearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is to indicate spars, size and species of materials to be used. f. Engineered truss plan with dcutils of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, rrtctltods of attachment, placement of handrails and guardrails. h. Square footage table showing fbotagcs paGarages/Carports 1.1 _ sq ft 2. Porches/Entries sq W 3_ Patio(s) sq. ft. 4. Conditioned Structure sq fl. Total Gross Area ,2 sq fl 3. Three (3) sets ofcompleted Florida Vatcrgy Code Fornts 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, it report may be requested by the Luilding Official or his representative. i. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. O. Septic tank permit issued by Seminole County I Icalth Dept C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e. Property ownership verification. f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under cite ordinances. Date O%vncr/Agent Signatu Seminole County Property Appraiser Get Information by Parcel Number Page I of I PARCEL DETAIL d Back > r. 119t 4i, itit3t St. Samford F't. 33771 407-66;S.?_W 2004 WORKING VALUE SUMMARYGENERAL Value Method: Market S3-SANFORD Parcel Id: 0000-090690 Tax District: WATERFRONT000- Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: Depreciated EXFT Value: $0 HOMES Land Value (Market): $26,000 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $26,000 Property Address: 147 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $26,000 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 69 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 26,000.00 $26,000 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax rurposes. If you recently purchased a homesteaded property our next ear's property tax will be based on JustlMarket value. http://www. scpafl.orglpls/weblre_web. seminole_county_title?PARCEL=2219305020000O... 7/ 15/2004 This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE WyAM NURSE, CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 05393 PG 1100 CLERK'S # 2004115216 RECORDED 107/221 18:5i1e11A All RECORDING FEES 10.06 RECORDED 8Y 8 O1Kelley THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT & q , PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A UL 2 2 (,u 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be sewed as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided iri Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) Debra A. kUggS, OFFICE MANAGER FOR CENTEX NORM. 38S DOUGLAS AVENUE SUITE 2000. ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME TIQS JUL 15 2004 BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION Mild• 2721 HOLDING CORPORATION, A NBVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. NOTARY PUBLIC JACKIE " CAINES ••••••••••• Com"400025M Expires 1121410011 = Bonded Bxu (W0 432-t2540 Fl Ndar rA8lfl., If1C CITY OF SANFORD PERMIT APPLICATION Perrrj:# : \,.1`( Job Address: Description of Work.. —New Single Family Residence Historic District: Zoning: Value of Work: $ Lot #:____ Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm __ Pool Electrical: New Service — # of AMPS• Addition/Alteration Change of Service_ Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Requited) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wat Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: CentexHomes 385 Douglas Avenue Suite 2000 Altamonte Springs, FL 32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric CO of Florida 4874 S. Orange Avenue Orlando Florida 32806 State License Number: EC0002494 Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay Phone: 407-851-1220 Bonding Company: Address: Mortgage Lender:_ Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen Signature of Owner/Agent Date Print Owner/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID FS 7 Agent Date Charles W. Cannon Print Contractor/Agent's Name ignature of Notary -State of Florida Date aRY ;'I'.3 Contractor/Agent is Personall dp YKllyafqIvf6K= t : c Produced ID g w - APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: i N, ...._ .. - •;vyn m`i `r`YYt oa.q ,rar ` ci'R gm''S}]'iT n,jimII':q'I`3., c7•Aj'Itl.. r1 f 1 _ act fA,nprk District; ^sling., _ tjl r' v! IyVcr k f`>crsnl: 'f'yp,ea Rtsilc??iri Rlectricca.l t;.f t tom, F'Ita:tbimr€t}nh er/A lava .ry ll ill I:NeevSe, tee— 4 afAMPS A l itio;fJytllt?€tfaose Change O`se,rick, Temr felt tvlec3zryat%ass!! Residential .< f` Non —Residential Te No%, w 'is ltus:; ysar d°ti eTV >*I 2eutztirrd) Piumbiti-V New Commrdnl: # of,Fixit-,U # o "relate; Beare, Lowg Al of Crsu LRxt es Flurtibilh ew Residential: # of Wotf'ilosets i'Isrtnl*Ita l el+sir — Scssicieattial of Cot tcr') aillpAn.cy Type: Residential Co , miai India ti "at TOW Square Footage: construction TyCie: # of Stories: 3, of Elweliwg }flits: !t'1094 Zone: (FtLMA formi reju tecd f<tc <Htb<:i citr n k Parcel 9: Ovyners Flame & Address: Contractor Name & Address: Phone & Fax: Bonding Company. Address Mortgage Lender Address: Architect/ Engineer Attaelli Proof of Ownership & i.egad Dezcriptiv a) Phone: H FG.- DZ ,;o RUM Phone: Address - Application is hereby Made to obtain a pe mit to do the *Ork and installations as indicated. l certify chat no veork or installation has contnienc.ed prior to trek issuance ofapemiisadIasiallworkMillbeperfom -d to meet standards of all lawsregealating Wrastrvetion in this jurisdiction. I un&-nimA- dhaf a sepasaer permit mustbesecuredforELECT-PJCAL WOM PLUMBIING, SIGNS, WEELS, POOL , Fitltt'`iFsCES, BOsL.ERW, HFAT1 RS, TANK—', and AIR CONDITIONERS, etc, OVe^tIER'e AFFIDAyfI : l certify that all of the foregoing inforrnat?on is ae ur2te and that ail sro>k iil bs d9ne in rrrpli with all applirat Irk i..w:, t f datirtE construction and zorting. WARNIOslG TO OW,rNEF• YOUR FAILURFTO RECORD A 110T ACE OF CO.W01Ei'liC FNiF-T1T eA`_IrESUL.7 n,4 •i'()l fl TWICE FOR tMPROVEMIENTS TOYOURPROPERTY. T YOU rq!'O iD TO OBTAFH N'l ANC1)W0, CO-m I,-f Wi i YOUR z t;\IDF OR AJQATTORNEY BEFORE RECORDING YOURNOTICEOFCO+MENCEMENT. / NOTICE: in addition to the requirements of;his Permit, there maybe additional restrictions app 'cable to this county, and theremaybeadditionalpermitsrequiredomothergovernmentatitilensuaswaterAcceptanceofpermitisverification that l skill notify the owner of the properly of the reo remenfs ofi.to Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date O«ner/Agent is ____ Personalh Kno,,n to Me or Produced ID APPI- CATION APPROVED BY: Bldg Inutal & Date) may be found in the public records of cis, €a encir.s,eu f,cit:ralaLtncics. Lien iAw,.F'S 713 DES 4 Z004J of Connctor/Agent ate BERT G. DELLO R O 4PnniCo)ntr-actor -2 tatse ame 2Qu4 Signature of onda Date Contractor/ Ac: : a • Personal., Known to Me or Produce :l Lolling 1.;. :::, PQ Initial & Date) ( Initial d Date— Imtial G Dai PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 69, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCUI AtIONC (I nT ANI Yl LOT 69 CONTAINS 6250 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2120 SQUARE FEET t TOTAL CONCRETE 491 (WITHIN -LOT SO. TOTAL SOD 3639 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 427 t J LOT 70 INLET SOUARE FOOTAGE hIP To (YIPPi) LOT 69 UP TO CURB CONTAINS 6800 SQUARE FEET t THIS STRUCTURE CONTAINS 2120 SQUARE FEET t CONCRETE 824 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 3856 SO. FT. t CSX RAILROAD R/W OLD MAIN LINE TRACK UNPLATTED PER THIS PLAT) 50.00' N54' '11 "W 1 LOT 69 DRAINAGE TYPE A i i v I1 IIIII 40.00' PROPOSED I'- O m" z1692-8 FINISHED FLOOR o Z+ iJ ELEVATION-13.90 '6 A/ ul c1 O O6.0' COVERED n ENTRY 0 14.0' ... N FT7 LOT 68 I" - 30• GRAPHIC SCALE 0 IS 30 N 35*36*49" E I 25.00' a PT 685.85' 1 24.48' PI 4—zzI S54'23'tS 54'23'1I" E CENTERLINE 431.07' 1" E 610.33 RIGHT- OF-WAY BRISTOL FOREST TRAIL o:c BUILDINGSETBACKS50' RIGHT-OF-WAY pmrl FRONT: 25' C G7p REAR: 20' 7p 1 SIDE: 5' CORNER: 15' LEGEND PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THEPROPOSEDHOUSE. REFER TO HOUSE PLAN AND OPTION LISTFORCONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHEDBYCLIENTANDISFORINFORMATIONALPURPOSESONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO1202940035EDATED4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREAOUTSIDE100YEARFLOODPLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M. A. AGFNT FOD %I DIC-Ar,— BEARINGS SHOWN HEREON ARE BASED ON THENORTHWESTERLYLINEOFLOT69BEING N35.36'49"E PER PLAT. FIELD DATE:) REVISED: SCALE: i= 30 FEET APPROVED BY: SJ BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE XXX XX PROPOSED ELEVATION OR OFFICIAL RECORD PD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETEC.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PT TYPDENOTES POINT OF TANGENCY TYPICALP) M) PER PLAT MEASURED A/C R CONDITIONER AINCRETEFNDFOUNDCOWCOBLOCKWALLC/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK CS CONCRETE SLAB CP CONCRETE PAD C CHORD LENGTH PB PLAT BOOK SQ. FT. SQUARE FEET R RADIUS NG NATURAL GRADE PGS PAGES R/W RIGHT-OF-WAY I AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 1030 N. ORLANDO AVENUE, SUITE 8 WINTER PARK, FLORIDA 32789 (407) 426-7979 I1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE QF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITROUT THE SIGNATURE AND THE. ORI,INAL RAISED SEA! OF A FLON!DA LICENSED SURVEYOR AND MAPPER. .. JOB N0. ASM39683 DRAWN BY: PLOT PLAN 7/15/04 SDO FOR THE t FIRM GALEN K. BE L PSh :f. 24 onrE FORM WA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1692 LMR 06 7 Builder: CENTEX HOMES Address: /`/ BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE AONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number 691500 Climate Zone: Central l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 30.0 IcBto/hr _ 3. Number of units, if multi-fau»ly I _ SEER: 1200 _ 4_ Number of Bedrooms 3 _ b. N/A 5_ Is this a worst case? Yes 6. Conditioned floor area (ft') 1692 ft' c. N/A 7. Glass area & type a. Clear - single pane 152.0 ft' _ 11 Heating systems b. Clear - double pane 0.0 ft' _ a. Electric [feat Pump Cap: 30.0 I Btu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: T80 _ Tint/other SHGC -double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 172.0(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 lasul, Exterior R=4_I, 956.0 ft' _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 230.0 ft' b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1709.0 ft' l5_ HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc_ Ret: Unc. AI{: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as -built points: 22329 PAS SGlass/Floor Area: 0.09 Total base points: 24359 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: JUL 1 9 20n4 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: JUL 1 Q 2004 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: a DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A -. Details ADDRESS:. , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1692.0 25.78 7851.6 Single, Clear W 1.4 6.0 32.0 53.47 0.93 1589.8 Single, Clear S 1.4 6.0 32.0 44.66 0.89 1268.3 Single, Clear E 1.4 8.0 40.0 59.31 0.97 2298.3 Single, Clear E 1.4 6.0 32.0 59.31 0.93 1765.0 Single, Clear N 1.4 6.0 16.0 27.96 0.95 424.4 As -Built Total: 152.0 7345.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 230.0 0.70 161.0 Concrete, Int Insul, Exterior 4.1 956.0 1.18 1128.1 Exterior 956.0 1.90 1816.4 Frame, Wood, Adjacent 11.0 230.0 0.70 161.0 Base Total: 1186.0 1977.4 As -Built Total: 1186.0 1289.1 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38A 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1709.0 2.13 3640.2 Under Attic 19.0 1709.0 2.82 X 1.00 4819.4 Base Total: 1709.0 3640.2 As -Built Total: 1709.0 4819.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 172.0(p) -31.8 5469.6 Slab -On -Grade Edge Insulation 0.0 172.0(p -31.90 5486.8 Raised 0.0 0.00 0.0 Base Total: 5469.6 As -Built Total: 172.0 5486.8 INFILTRATION Area X BSPM Points 1 Area X SPM = Points 1692.0 14.31 24212.5 1692.0 14.31 24212.5 EnergyGauge® OCA Form 600A-2001 EnergyGauge@/FIaRES'2001 FLRCSB v32 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 32336.8 Summer As -Built Points: 32367.2 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 32367.2 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 10922.7 32336.8 0.4266 13794.9 32367.2 1.00 1.250 0.284 0.950 10922.7 EnergyGaugeI" DCA Form 60OA-2001 EnergyGaugeA/RaRES-2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Point 18 1692.0 5.86 1784.7 Single, Clear W 1.4 6.0 32.0 10.74 1.01 346.7 Single, Clear S 1.4 6.0 32.0 7.73 1.04 257.1 Single, Clear E 1 A 8.0 40.0 9.96 1.01 402.0 Single, Clear E 1.4 6.0 32.0 9.96 1.02 323.8 Single, Clear N 1.4 6.0 16.0 12,32 1.00 196.5 As -Built Total: 152.0 1526.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 230.0 1.80 414.0 Concrete, Int Insul, Exterior 4.1 956.0 3.31 3159.6 Exterior 956.0 2.00 1912.0 Frame, Wood, Adjacent 11 A 230.0 1.80 414.0 Base Total: 1186.0 2326.0 As -Built Total: 1186.0 3573.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102A Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1709.0 0.64 1093.8 Under Attic 19.0 1709A 0.87 X 1.00 1486.8 Base Total: 1709.0 1093.8 As -Built Total: 1709.0 1486.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 172.0(p) -1.9 326.8 Slab -On -Grade Edge Insulation 0.0 172.0(p 2.50 430.0 Raised 0.0 0.00 0.0 Base Total: 326.8 As -Built Total: 172.0 430.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1692.0 -0.28 473.8 1692.0 -0.28 473.8 EneMyGauge@ DCA Form 60OA-2001 EnergyGauge&HaRES'2001 FLRCS8 02 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4577.9 Winter As -Built Points: 6801.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 6801.0 1.000 1.078 x 1.160 x 1.00) 0.438 0.950 3535.2 4577.9 0.6274 2872.2 6801.0 1.00 1.250 0.438 0.950 3535.2 EnergyGaugew DCA Foam 600A-2001 EnergyGauge®/FWRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 13795 2872 7692 24359 1 10923 3535 7871 22329 PASS Ti;E S747Fo FAdr c a 01) wF EnergyGaugeTM OCA Form 600A 2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT M. 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .fL door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame Floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABCA.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavitv between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. AA-99 OTNFR PRESCRIPTIVE MFASIIRFC /much ha mat nr av,-aar1,&A by 11 raciA----- 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugel DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v32 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 30.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A S. Is this a worst case? Yes 6. Conditioned floor area (ft') 1692 ft' c. N/A 7. Glass area & type a. Clear - single pane 1510 ft' _ t 3. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 30.0 kBtu/hr c. Tintlother SHGC - single pane 0.0 ft' — HSPF: 7.80 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floortypes a. Slab -On -Grade Edge Insulation R=0.0, 172.0(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, 956.0 ft' _ EF: 0.86 _ b. Frame, Wood, Adjacent R==l 1-0, 230.0 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1709.0 ft' u 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A IF -Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc_ Ret: Unc. AH: Garage Sup. R=6.0, LO ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) h certify that this home has compiled with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) 4gEtESttl Uinthishomebeforefinalinspection- Otherwise, a new EPL Display Card will be completed based on installed Code compliant features_ vBuilderSignature: / Date: JUL 19 2004 14 y Address of New Home: /f]BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 r'h' NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPADOE EnergyStardesignation), 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 www.fsec. ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLKCSB v3.2) a.3/4 0/ldaa.3 la: lei ICI Hilt -* 41ff(bbl4ldb l Np.347 WOW RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 09-05-02 109 COMMERCE STREET, WCE WARY, FL. 32746AM Phone: (4o'n 831-2M Proeect Information For CENTEX HOMES Notes: Design • Weather. Orlando AP, FL. US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 or Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27518 Btuh Structure 19515 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27618 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total lens_ equip. load 20095 Btuh Method Construction quality Fireplaces Area (ft ) Volume (ft) Air charges/hour Equiv. AVF (drn) Simplified Average 0 Heating Cooling 1692 1692 13536 13536 0.80 0.40 180 90 Heating Equipment Summary Make TRANE Trade Efficiency 7.6 HSPF Heating inputHeatingoutput_ 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 1000 chn Heating air flow factor 0.036 cfTn/Btuh Space thermostat Latent Cooling Equipment Load Sizing Intemal gains 920 Btuh Ventilation 1474 Btuh Infiltration 2661 Stuh Total latent equip. load 5056 Btuh Total equipment load 26151 Btuh Req. total capacity at 0.70°/a SHR 2.4 ton Cooling Equipment Summary Make TRANS Trade Efficiency 12.1 EER Sensible cooling 20440 Btuh Latent cooling 8760 Btuh Total cooling 29200 Btuh Actual cooling fan 1000 cfm Cooling air flow factor 0.051 cfrn/Btuh Load sensible heat ratio 80 % Obrc vaa+es rave manusay orenleden Printout eared by ACCA to meet all requirements of Manual J 7th Ed. wnghtSoft RW+l4uftReMftVW-S.5BGRSR280t3 2=4ilar-889A033 E9t9eeYCer.ex 2aoz\1fi821,692ter Page 1 IJJV LO/GbYJJ 110; Ll 101-L H1K -t 440fbbl40tf7 r1u. sqf trial" RIGHT-J CALCULATION PROCEDURES A, B, C, D r Entire House DEL AIR HEATING,AIR CONDITIONINGA Job:1692 09.0542 1U9 COMMERCE STREET. LACE MARY, K 32745WD6 PrAm: (407) 431.2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 13536 fe x 0.0167 = 180 chn 2. Winter infiltration load 1.1 x 180 cfm x 32 3_ Winter infiltration HTM 6353 Btuh / 190 ft F Winter TD = 6353 Btuh Total window = 33.4 13tuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 13536 ft3 x 0.0167 90 cfm 2. Summer infiltration load 1.1 x90 cfm x 18 3. Summer infiltration HTM 1787 Btuh / 190 fez F Summer TD = 1787 Btuh Total window = 9.4 BtuhW and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moist_diff. x 90 cfm = 2661 Btuh Procedure u - equipment Stztng LOaus 1. Sensible sing load Sensible ventilation load 1.1 x 50 cfrn vent. x 18 'F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 19515 Btuh Sum of ventilation and structure loads = 20505 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 20095 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfrn vent. x 43 grAb moist-diff. = 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load Imm Prooedure C + 2661 l3tuh Equipment stung load - latent = 5056 Stuh Construction Quality is: a No. of Fireplaces is: 0 89144Wk wiwG Mab bew m.nuaoy ovearddbn Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrI9hfisoft RSR2M3 20094Aa 09:1&M AOM E-*-& su **a20QY,"Z'692m Parr w .r mow... Lc • a 1A-L- n tr, -4Cr r 0".L-4c1O7 IVU. -4 ( W16111 1 RIGjiT-J WORKSHEET Enbrle House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MA.RY. FL 32746 MO Mona 007) 831-2985 Job:1692 09-0542 NYWUTAL J: 7M VA. 1WngtName of room Entire House FOY BR3 GREAT RM 2J3 lof exposed well 172.0 It. 22.0 It35.0 It. 20.0 4 Raadime nsions; ensions7.0 x 11.0 ft no x 16.0 R 17.0 x 20.6 1t 4 Cellneg CondlL Option 8.0 R heal/rnol d 8.0 11huVood 8.0 n himt/cod 8.0 ftj heatfcool TYPE OF HTM Area Load (Btuh) Area Load (8tuh) Area Load (am) Area Load (Blob) EXPOSURE NO. Htg I Clg MCI Htg CI9 M Htg I Clg fn Nt9 I clg M Hlg I Clg 5 Gross a 1413 4.6 2.1 1128 56 M-- 100 Expodse h 12C 29 1.9 0 0 0 walls and c 13C 3.2 12 248 120 0 partitions d 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 112 4140 0 0 32 1103 32 110 glass doom b8C 37.0 40 1478 a 0 0 0 0 0 Healing c 9C 38.7 00 0 a a 0 0 0- d I 37.0 0 a- o o o o 0 0 e 7L 20.8 0 O 0 0 0 Q 0 0- f 0. 0 01 0 0 a- 0 0 0 0- 7 Windowsom North 20.4 51 1W a a 1 21 32 6S3 glass doors NEW 0.0 O 0 0 0 0 0 a- 0 Coating ENV S A 101 5494 0 0 31 1684 0 0 SEISW 0. 0 0 0 0 0 0 0 a 0 South 0. 0 0 0 0 a 0 0 a 0 Horn 0. 0 0 0 0 0 0 0 0 0 Other doom a tOD 14.7 9.9 20 204 199 20 204 199 0 a 0 0 0 0 1 btoll14.7 9.9 18 265 179 18 265 179 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 a 0 0 0 0 0 0 9 Net a 140 4.6 2.1 9W 4405 1969 38 lee 74 248 1143 511 128 590 254 exposed b 12C z,g 1.0 a a 0 0 a 0 0 0 a 0 0 0 walla aid c 13C 3.2 1.2 230 725 260 102 321 119 a 0 a 0 0 0 partitions d 0.0 a,a 0 0 0 0 0 0 0 0 0 0 0 0 A 0. 0 Q.0 Q 0 0 0 0 0 0 a 0 0 0 0 r 01 0.0 a0 0 0 0 0 0 0 0 0 0 0 10 Ceifngs a 180 1.7 2-2898 1709 2380477 131 171 208 MA63 340 577 757 b 0. 0 0.0 00 0 0 0 a a 0 0 0 0 0 c 0. 0 0.0 a 0 0 0 0 0 0 0 0 0 0 0 d 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 00 a 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 r 0. 0 0.0 0 0 0 0 0 0 o a 0 0 0 0 1 / Floors a 22A 25,9 0.0 1 n 44500 22 570 0 35 9Q7 0 20 518 0 Note: room b 19G 1.1 p.o 0 0 0 0 0 0 0 0 0 0 0 a c a, a 0.a 0 o 0 0 0 0 a o 0 00 a 0 0 rasvi d a.Q 0. o a o p o o a p a o 0 a for stab a 0.0 a,o p o 0 0 0 0 a p a o 0 a floors) f0.0 0.0 0 a 0 0 a 0 0 a 0 0 a 0 12 tnfilbadon a 1 33.4 9,4 Ma 6353 1787 38 1271 1571 32 10701 301 321 107,01 301 13 Subtotal lossmG+8.+11+12 25017 3018 4655 39M Less external heating 0 0 0 0 tran Less sfer00 0 a Heating redistribution 0 0 0 0 14 DUM lags 10 2502 ION 302 10 4" 101A 304 15 Tort lass =13+14 27518 3320 s121 4331 16 kll. gains: People ® 300 4 1200 0 0 0 0 3 SIN 1200 2- 1000 0- 0 0 0 0 a 17 Subtat RSH gain=f•8_®2.16 17741 1100 2900 2874 Less final cawing 0 a 0 0 COotilg redistribution 0 0 0 0 18 Duclgauf t0 1774 10 110 10 298 10 297 19 Thal RSH QairtF(17t18)•PLF 1.00 12515 1.00 1210 1.00 3278 1.00 3162 20 Airrequied ( cko 1000 1000 121 62 186 168 167 162 Printout certified by ACCA to, meet all r equifements of Manual J 7th Ed. Z wfnghV! R1W,,'9ti0e RRAi0enW 65M RSR28013 2003 Mar 260?10C39A E1fge6XaWV c2ooaIMMIGVXW pa"1 IDS/Lb/W.S lld:;el 131--L RIK 4 4ld'fbbl4W8J NU..54'f 1m11 RIGHT-J WORKSHEETitEntireHouse DEL AIR HEATING,AIR CONDITIONING,R Jab* 1692 0945-02 109 COMMERCE STFtEET. LAKE MARY. FL 3274G8208 Phone: (407) 831-2M J: 701 F iQT WICAMY MBR WIC1 2i4MANUALNameormom Lero of 4xpomd Val 31.0 R 6.0 R 220 It5.0 ft ROOM difllefW4M 17.0 x 14.0 ft6.0 x 11.0 A 18.0 x 16.0 ft 18.o x SA ft CArlrlgs COMOL Option 8.0 ftl heat/Cool 8.0 *1 heat/cool 0 h heaVood 8.0 al hesucool TYPE OF CST HTM Area Load (BtA) Area Load (Bhrh) Area Load (Btuh) Area Load (Muh) EXPOSURE No. tftg I Clg fm HW-j C19 M HI9 C39 in t09 I C19 fm 11tg cog 5 Gross a 148 46 2.1 248 48 178 40 Exposed b 12C 2.9 1.9 0 0 0 0 wallsold G 13C 3.2 1-20 0 0 0 partitions d 0.0 0.0 d 0 0 a e 0.0 0.0 0 6 Windows and a 1C 37.0 0 0 0 0 32 1183 0 glassd00M b 8C 37.0 40 1478 a 0•^"'0 0 0Heatingc 9C38.7 0 0 o o 0od 1(00011C37.0 0 0 0 0 0 0 0e 7L20.8 0 O""'0 a 0 0 0f 0.0 0 00 0 0 0 0 7 MV 0W3arW North 20A 1 19 0 0 1 21 0 0 0 glassdoorsNEINW0.0 0 0 0 0 0 0 0 Coding ENV 54.4 39 2126 0 0 31 1664 0 0 S& SW 0.0 0 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 a 0 Harz 0.0 0 0 0 a 0 0 Q'••• 0 8 0aw doorsa 100 14.7 GA 0 0 a 0 0 0 0 0 0 0 0 0 b 100 14.7 91 0 0 a 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.8 Z.1 208 958 428 48 221 99 144 664 297 40 194 82 exposed b 12C 2.9 1.2 0 0 0 0 0 0 0 0 0 0 0 wads and C Inc 3.2 1.2 a 0 0 0 0 0 0 0 0 0 0 0 pard lops d 0.0 0.0 0 0 o 0 0 0 0 a 0 0 0 0 e 0.6 0.0 0 0 b 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0- 0 0 10 Ceifings a 160 13 22 238 404 530 66 112 147 288 A88 641 9a 153 200 b 0.0 0.0 0 0 0 0 o a 0 a a a a a c 0.0 0.0 O 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 a 0 0 a 0 0 0 0 0 0 O e o.a o.0 0 0 0 o a 0 0 a 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 a 0 0 I Fkxxs 25.9 0.0 31 04 0 6 158 a 22 570 0 5 130 a NOIe: roam 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is Ee o.o a.o0 0 0 0 0 0 0 0 0 0 0 for slab 0.0 0.00 0 0 0 0 0 0 0 0 0 0 0 floss) 0.0 0.0 0 0 0 0 0 0 a 0 0 0 0 0 12 IMiftation a SS.d 9.4 401 1337 376 0 0 0 32 1070 301 0 0 0 13 Subtotal loss=*+8..+11+12 4981 489 3075 467 Lass exl6mal heating 0 a 0 0 0 Lessiansfer0d0Hea% V rsdcWbuGon 0 0 0 0 14 OW loss 10 OA498 10 49 10 VA397 104A 47 15 Total foss =13*14 5480 538 4372 513 18 Int gt t People® 300 0 0 0 0 1 300 0 1200 1 1200 1 600 0 0 0 "" a 17 StdAd RSH gairt _+12+16 Wo 846 3244 283 0 Lesstrander000Cooling redstrrbution 0 0 '"" a 0 1a Duct in 10 A68 10 85 10 324 1 28 19 TOM RSHgain=(17+18)'PLF 1.00 09 51 47L00 9 1.00 31 20 Air requied (cfm) 20 1593501.00lal to1 Pdntout owNed by ACCA to meet all requiremerds of Manual J 7th Ed. wetight RW*$ rdte Re9ldera W- Sb.06 RMOM3 200smar-N 0Wi0as EWAes ,e(* X 2W189211t 02-- P'ge 2 C1.J1. GO/ GCIC1..1 1C1. Gt UCL MAM 7 'WJ(00144U07 1'(u. J4 ( VCJ1G RIGHT-J WORKSHEETitEntireHouse DEL AIR HEATtNG,AIR CONDiTIONING,R toe cOMMFRGE STReu. LAKE MARY. FL 3274r>E208 Phone: (aa71831-2W5 Job:1692 09-05412 MANUAL J. 7th Ed. 1 2 Name of room Length of exposed wall WWI 0.0 ft 8R2 31.0 ft 8TH 0.0 ft 3 Room d-mlensiom 6.0 x 14.0 ft 18.0 x 15.0 R SA x 8.0 ft 4 CMNW C*,WL Option 8.0 a heallcoal 8.0 a heat cw 8.0 R Aeakod TYPE OF CS tfvm Area Load (ehdt) Area load (eblh) Area Load W) Ama EXPOSURE NO. Htg all fn 19C19 ni M9 ag On lft Glg to ag 5 Grow a 14B 4A 2-1 0 120 0 wlal s and c 13C 3.2 1.2 0 128 e 0.0 0.0 0 0 f 0.0 0.0 0 0 6 Windows and a 1G 37.0 0 0 16 591 0 0 glass doorsatbSC37.0 0 0 a 0 Heng C 9C 38.7 0 a 0 0 0 0 I1C 37.0 a 0 0 0 0 0 a 7L 2U.8 0 0 0 0 0 0 f 0.0 o a 0 0 0 0 7 Mndaws and MOM 20.4 0 0 16 326 0 0 glass doors NEMw 0.6 0 0 0 0 0 0 Goofing EJM/ 54.4 0 0 0 a 0 0 SEISW 0.0 0 0 0 0 0 0 South 0.0 0 Q 0 0 0 0 l IO(Z 0.0 0"' 0 0 0 0 e Otherdoom a 100 14.7 9.9 0 0 0 0 a a 0 0 0 b 100 14.7 9.9 0 0 0 0 0 0 0 0 a c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 146 4.6 2.1 0 0 0 104 479 214 0 a 0 moo6W b 12C 2.9 1.0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1-2a 0 0 128 403 150 a 0 0 parmons d 0A 0.0 0 0 0 0 0 0 0 Q 0 e 0.0 0.0 0 0 0 0 a a 0 0 0 f 0.0 0.0 0 0 0 0 a 0 0 0 0 10 ceirwgs a 160 1.7 2.2 84 142 187 270 450 601 48 81 107 b 0.0 0.0 0 a 0 0 0 0 0 0 0 c 0.0 0.0 a 0 0 0 a 0 0 0 0 d 0,0 0.0 0 0 0 0 0 0 0 0 0 e a.0 0.0 0 0 0 0 0 0 0 0 Q f a_a 0.0 0 0 0 0 0 0 0 0 0 11 Flporg a 22A 25.9 0.0 0 0 0 31 804 0 0 0 0 Note room b 19G 1.1 0.0 0 0 0 0 a 0 0 0 0 pedmetw c 0.0 0.00 0 0 0 a 0 0 0 0 is dlspl d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 a 0 tlo=) f 0.0 0.0 0 0 a 0 0 0 0 0 0 12 Infil"Oon a 133.419.4 01 0 0 16 635 1501 0 0 0 13 Sumtalloms-m6t8..•11.12 142 3270 Leas cmemal twdng 0 a p Less transfer 0 0 0 14 Ductloss 10 14 10 327 10 8 15 Total lass =13*14 15T 3%7 90 16 Int salts: People 300 0 0 0 0 0 A7 1200 0"' 0 0 0 0 0 17 Subiot RSH gars=8..++112f16 187 1442 107 LSSLetmemalo00Atg 0 0 0 Less frandw p 0 0 Cooling rodrsvbt* on 0 «« a 0 18 Qudpain 10 19 10 144 10 11 19 TOW FISH gsi11=(17.18)'PLF 1.00 zmL 00 1588 1.00 2a Alrrequked ( cfm). 6 11" 131 81 3 9 Printout ceMfied try ACCA to meet all requiremerns of Manual J 7th Ed. Wti fgF>< tS<Yft PAbW(it PAft&ndr"5.506RSR28013 200&Uff-2600.1033 0Fi%9WQw& x2002\189211WIrsr Nsge 3 cj- i LOw GCIYJ.J LVJ . G l LJCL H LM 7 -W-J f OOl-FI' :P P4 J. J4 f l/bl3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONINGA Job:1692 09•Q5-02 10B COMMERCE STREET. LIKE MARY. FL 3274"M RMM (4" 831-2M W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY I0-0 a n e a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 GREAT RM a n n a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 20.4 32.0 0.0 KIT b n w a c n 0 d 1 1 90 1.0 1.4 1-0 7.0 54.4 40.0 0.9 WICILDY MBR a n w a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 WIC MBTH BR2 a n s a c n 0 d 1 1 90 1.0 1 A 1.0 5.0 30.4 16.0 16.0 BTH Wi7ghtSOft RfotR&dr..ft*k dal-5.&06RSRM3 aD(1011ar280910 93 O,R EV0eWAf&=2000N9211692jW pme 1 4 Tss• aAJi ORvNLA•Lc a LI.00N."TOO M,(f0/ Y OMlDom IIlllf lflll m MI. --rmmilmimilmimill, 7o u ;:-I m A*rAewm ro ow SM WIM laF-L1DC ST7rD1 wauNr.looa X Tlog u u a.w. »m TLAo •IUOIp. LISTED amillLammmula= YaMALL .i Nr O/IgM t 3' GAV. ITT 1MCK WTl TW% IWfA1KCH A.0' t. 0 . OV.t 7-I/7'rtl K Otiv. / rRKA WP1L7. eOIN 1iKi) sOC. C.) TMo! OMDTDI /Olt - REPORT#9606C`"°'3aM"` UM Top M.CAV C J. . 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SR6 i01 OONA W IXO 7ttlri MCA OOi, i' 0.0. Iw. WafWA eCOu.tD y' uW. STM nuCN IAS1dCD To 1 TO t low-" AeIX101OMCNR. UOI wRN 7APWN3. ANC«OOS NAY OC MaTWN. 17 G TjLV, 376E TMO/ OMCWCR. %W 1) OMCWO ATTAdIp W//(.) •yam 3Ad 7IOt M OOOe. (Wt NOi IILaIMlD) r0 tNtP.00 /, M13M Tp." ATrApKd TO waa /I•es IA S/•' Olt(CT YiTlL UOINnlO teWAOC. NOK70NTAL 44M 0o NOT vmN oK 1/.'ai/O aOlr . MVT () I • V /Y)t 00 WNOC w VI JONT$. SCIKWS. ,I w" Loa a TWO I /.• " Tsvm OYTSmHIW 00 1' 0Ll 940 STKW. to ONJ. Sr= aqua I CSu Tw AWLSAHMUsam uMN wrlur 10. P.C. W0. Dora ..mN N ",...v a .w 3fLOW e.c ITWFAU /WWDM O.f. /SOLTJSnt17iWIIhS/r 4 . wNac I' TALL WiW 1 'a7 s• ap/ j'e=' m •A oaay. lr0C11L nrI•a 3tL1t t. + .ems e.ee. OEStCN LOA03: +2•.0 P31k -Zo.S PSF ION. Ttie S,KTO SO NSI tRADtOaNN t t«C OC9CN a•,11C 7LVIOA•0 f1RtICNAN. DD11Mf wTsu uoI swK rsv4Tii ,Ni s[S/aNseCl1T a lIK NIeO/CiiO/ll or TEST I OA03: +J6.0 PSF 1L -J7.0 PSF WA Y. am IC ao 3u0E wU wa(c OF ooa6 c " am =0 m TINC IIJUW ORIMKCnWgANDNurlfa'OON11 N A i-T-7-I fTIDM o, tr0 u-Mltf SOLE LOCK 04CAQU TWf OPA WMC. A Me . Wlm YK lOiisY PART NO.: ONOOTIMSCDIIOt4a1KT- o aN . INTO vatTY.AI aeroW CT0) sAt7L u-W ATTA1090 "I"" CK wlna um"I sWw WN.r.W. 317 Mrwl A Si4 IL00 rWt1N1.1J/• aV YAMVtO SDKWf UZI ;'-, 0e1L,~-•"w'" IDEAL LNWG 0M 13201 DtLOG71ot. urA aol . aary m TOLERANCES «. 7aL Na 1-5a-yyI-1100 w1 .0 - t.03 411&wm mop Fa M. 1-31Y712-bH 00 . t.0u TcneNA_. WC yYW7 .a.A a..rr w..t C.s... OESCRIPTFON: MOM6RST Wo 16-0 s S-0: 20/-20.5 OESION LOAD 000 . t.00S DWG. Ila:' T aorta iV WR. a.aYa N' "-•" «. .0000 . t.001 DRAWN BY: 6Liu GATE: 4/3S/00 SCALE: NT9 ALlT AVWW.% WM (11 AIMS/i' DKR iK3AL 7UM. ! b. •..µ. Nw..n. CMAVWN pl T>ura . a• n... t 1/i' CNECKEO BY: Www PATE: a/16/0o SHEET ) OF ) SIZE fir 1 ' VII.. 6l"wO W ixrt7. OWO. NO.: 102138 REV, NO. 3 0 A tppa• ON., Themes-Tru In -Swing Door Wood %lathes Syst4m Single up to 6'4 x 8'0 w/wo sidoiles Double up to 8'4 x 8*0 /wo siduiils x, ox. x0. oxo. JOC, oxxo rNERu oFerRrrrTRTN: The head and side iambs are F,ngsrioint Pine measwing o min. 4-9/16' with o 'i/1" rabbeted etoy. 3/16' 7APCaY1 YTYPEAN04M7 14ORMICALL IJ' tSONRY WA 2x sluUf rfAO JAW iNtYsue-VXK r N cy 1 f/ P 01TYesfCL 2x t= e a 1 x 2 nbN RIOq k PF1r W$ r j4 J/16• TAPCON TYPE ANCHOR a J I fw sMA4Ci i slyLos, W, 11301, VVrhC4L WE .IAMB OL DFCIr: N PRESSURE RATING: J MAx 18'e 0. 0. Single Positive, 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF y Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF 4 16• TAPCON MAx /d' O.C. TYPEANCHOR3" y d - x gucx 10 r b y , c .y COHCRCR MASONRYBLOCx a I : . Is 3/16' TAPCON g TYPE ANCHOR 4 a ~ : E{.CO TAPCON Of' EOWL z 2JS Cal. SHEAR RATING) 3/,M TAPCON . H •, ; y •. (See not. 2) 1 v, v, r r SHIM SPACE vewncAL SOC Owe " 0 Is SU0-8= e. ff 1. This system has been evaluated for we in locations <dhering to the Florida Buildmg Code a and when preeeure requirem4nts all determined by ASCE 7 Minimum Design toads far Buildings and Other Structures do not exceed the design pressure ratings listed herein. 2. For instollotions where the sub -buck is less than 1-1/2' (FEC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topton type concrete anchors must be used and the length must be such that a minimum 1-1/4' engag4 nent of the Topton into the masonry wall is obtained. I/ 2• phMOAtt 1 x = i1RWNa WSONRY LW7(L i J/ 16. 7APCON 7 ^ 5« role 2) NEAp , wra ro 1x Sue -a" 1/ 2• WrWALL t BNB tx ttti 1rIfRRA2Jrs Lw 613. 684. 3631 11 DATE 4/ 3/02 SrA L• N.T.S. DWI W. W.LN. CW_ BY: R.W. OIMsnNO NO.: . T-02201 snQT 1 O< 1 UOM i Thermo-Tru Out-SwbV Door Wood Promes System a id" O.C. I&AYIMUld 093JII NOMINAL SZF• Single up to 3'4 a 8'0 w/wo sldel'tes Double up to d's s db w/wo sWe6tes il5<atF CONFXXfRATWONe• X, OX. XO. OXO, M =0 PAERL OESr'I11PrON: The hood and side jambs are fkegerjoint pins measuring a min 4-9/16• with a 1/2• robbetod stop. MASONWRY LWTI1L 1 a 2 FIRR94 DRYWALLr JJfi' TAPCON TYPE ANCHOR EXTEMIll Pei r x MW INS j; nl ' HEAD JAMB ro yt eve-eucx 111. r 1 it 7lE I •n YN. EItB. L 2V MAX. g SNYf SPACE trvEVERIOR PFN INS r,IGN PRESSURE RATING Tingle Positive 67.0 PSF Negative 67.0 PiF Single with Sidelites Positive 60.0 PSF Negative 60.0 pSF 7ouble w/wo SWelites Positive 47.0 PSF Negative 47.0 PSF vex Is, O.C. T_ 9 .2S" WX SNIU SPACE 3/16' TAPCON TYPE ANCHOR EDNERD JAue TD 1x sue-euc< t1kSONRY lslTEL 1 s L 1111RINC 3/16' 1APCON TYPE MCNOR 1X am< a 8{>F8108 1v SN1u SPACE 1.25' URI. E1t4 EXTEF" r 3/16• UPCON TYPE ANCHOR h u sloe/ d• L C-SW s f+RR1NG 1/FJ7TItiLL SIOC ,NUB '-IX BUCK Tt1 IX 5UB-9UCx JUTEF" 1 s 2 FIBBING lQiEi f. This system has bole evaluated !or use in Ioal-tions adhering to the ilerido BuiWinq Coda C-SINK ORYWrLL and where pressure requirements as dotemrineo by ASCE 7 Minimum Design Loads for Buildings ft • BUCK Other Structures do not srcosd the design pressure ratings listed herein. hit i> YERTIfA SIDE JAMB 2. For installations where the sub -buck b leas tfx;n t-f/2• (fTiC section 1707ss A, am a MethodsyTO2XSUB - and sub-sec(ions 1707.4.4.1 and 1707.0.0•2) TapCOn type concrete anchors must be used and the length must be such that a minimum 1-1/4' engagement of the Topcon into the mo.onry wall it obtained. J. When using a 1X sub -buck a 6-9/16• jamb is required to allow for min. edge spacing for Topcon type anchors d I i j r•'el t^ V 1 t 11 613.684.3631 111 DATE: 4/3/02 SCALL: N,T.S. DWG. BY: WLN. CWL ITr: R.W. Thermo—T'ru In —Swing / OLt—Swing Door Wood Frames System LAMMIJACOVOZALL NOM N9 S17F: Single up to 54 x WO t:/wo sidelites - Double up to 8'4 x 8'0 w/wo sidefiles ww r CONFIG11 AnONS: X. Ox. XO. OXO. Xlf• 000 The head and side jambs an Fingedoint pine measuring a min. 4-9/lE' with o 112' rabbeted stop. DOUBLE 2X tz==t••— ysa HEAM airrwwtl SWASNYva Za ie•AM — SINGLE DOOR 2% STUO f 2x wA sTvo sH ws ED 0. e x Z-1/i• PPN WS La 867Q a_skW Zs' tux. sieu sartx vVrMG L sac ."a FLAL SWRATH" 0 QFSIQN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF Milli= QQUBLEOOOR F-" ts' TM--j OR OOUB F DOOR WRH SIDELI'I'ES Is14 eu.ee.x3, SINGLE atE a/7/aZ SCALE M.S. awG. W. ;.LA This system nos been evaluated for use in locations adhering to the Florida Building Code twc ec P W. and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildi.T)s 0RAWV4NWO297 and Other Structures do not exceed the design pressure ratings listed herein. vW W V W THERMA oTRU® M CL4SSleY'SM0M STAR' Ms WM"SNGLFAMDOUBLE wn Wi=810allm WSULATt, MOGLASS 0000 *TM ODD tii/rINE9 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MMMI—DADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERt SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I- S. THIS PRODUCT DOES N07 MEET THE WATER REOUIREMENTS FOR MWMI—WE COUNTY. 6. MMMI—DARE APPROVED IMPACT RESISTANT SHUTTERS evc REQUIRED FOR SfOELITES ONLY. 7. SIOELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face shots: Ftxrylass avg. min. yield strength Fy(min.)6,000 Psi ooth5tor — 0.070" minimum skin thickness FberClassic - 0.1 10" minimum skin thickness nre design: Polyurethane foam core. with 1.9 tbs. density by BASF. jpljgyTheyorelskinis constructed from a 0.070" thk moutgtornpound (SkIC1. The irderior op* is filed with 1.9 tbs. dwm The Panel lace sheets arc gbed to the wood s0ft ar,d N. latch suk s rdnforced with o rood lock b k nwavjw 2 375 x 14.0 of the strike and deadbd! location. The hrge x0v is Firger Jointed PFe and the top and bollam roil ors Of a rood oanpacttemoteridtithedoubledooroppfKationUKinactivedoorstiltedrich an extruded o=- um astragal (Wind Axnber 1) of 6063-116 alloy. The from a corestrwi d from ti jointed pipe The ac s Jan o the side jambe With, (3) ifiga Renown x 2 staples al each akN. The nxM ownsare sewed together in a sida6fe o uolng / 8 x 2" long PFH Wood Screws (5) saews Per each MAVO, The units use on Ins" Saddle threshold measuring 5.75' x 1.5M 1 The sWAS are sandwich 9bzed usrq g two P eceorsdry9ioredontheexteriorrilhont/8 thk uWdar wg tape (Sfrr-6 Tape # caulked with skww The We Inums ore hold ogeflwr whir c /8 x I >'12 kxng Ploscrew. TABLE OF CONTENTS SHEET / DESCRIPTION 1 TYPICALELEVATIONS & GENE NOTES Z VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZON CROSS SECTION S &NOTES AN H G L TIONS & bETV 6 ANCHORING LOCATIONS & GLAZING DETAILS 7 UNIT COMPONENTS 8 BILL OF MATERIALS & UNIT COMPONENTS 37. 5' MAX. OVERALL WIDTH 36' MAX. PANEL WIDTH 2 = VV 2 ru w x a J o: o g 9 0 O >• C o N W N LCc^ L nun c UISWING UNR 74. 5" MAX. OVERALL FRAME WIDTH — 36. 625" MAX. PANEL WIDTH W ASTRAGAL cc x w 0 c DESIGN PRESSURE RATING UNIT TYPE WH A R IN IL RA ION RE IREM NT IS NOT NEEDEO SINGLE 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF L WITH SIQEIITES 55.0 PSF - 55.0 PSF 105. 5' MAX. OVERALL fitA6tt wrurn 36. 625" MAX. 15.5" MAX. PANEL WIDTH FRAME WIDTH W/ASTRAGAL p P Ii- t-tr 13 WIDTH 68. 5' MAX. OVERAL 36' MAX I PANEL WIDTH F_ I D MANUF FLO u MASTER 7. 125' MAX. O. L.O. WIDTH O> r\ O aaoo g o00 Lal OIUO 3Q00 a O , O f z, hxZV Oy Z 7 N <ZW 15. 5" FRAME WIDTH Ohl t 213. 75' MAX. WIDTH 7. 125' MAX. D. L.O. WIDTH 613. 66e.3631 am vac/10/0 SBDr LYaJfis3 svu • N.T.S. ova. er: TJH om er: RW oarrvc ra.: 5- 2157 wn 1 or 8 ERKM 1.68" MIN. PANEL THK. co 1 2 DOOR PANEL lox INTERIOR a i N 16 13 17 20 H 29 4 42 Y N n I d d a a3v33Qop 3a o •. o. O SEE NOTE 5 SHT. 40.. o U x 41 Ci w SEE NOTE _ 1 SHT. 4 Z 5- MIN. d GLASS THK. may < I RI R o EXTERIOR O 0 25 0 Y7 FOAM GASKET & N ao SIUCONE CAP BEADn, 6 of od a 1.68" MIN. 1 d . PANEL THK. o..,o.O 42 z m 0 N SEE NOTE 5 SHT. 4 W CV O 00 O V1 O °° 0.) m W O Oho IF n wto aF— Ell 664.3631 08 10 0 112" ow sn TJH a: RW SEE NOTE 2 \ SHT. 4 27 INACTIVE zu, z J ASTRAGAL RETAINER a BOLT 8.0' LG. TOP do BOTTOM (2) BOLTS. AT TOP do (2) AT BOTTOM 1HORIZONTAL CROSS SDI 3 O ASTRAG IL Fd'8l4B v. 13 INTERIOB INTERIOR 1.15' MIN. Ems. 25' MAX. SHIM I MIN. FOAM GASKET & 15' SILICONE CAP BEADC—SINK EE NOTE 34 43 SHT. 4 33 25 1 Q z ZY 29 1.0 cj 41 u 7 "a SE NOTE 1 35 SHT. 4 3 anSc cFCTION 3 O SIDELITE TO BUCK ACTNE SEE NOTE 6 3 SHT. 4 FOAM GASKET do 43 SEE NOTE SIUCONE CAP BEAD 5 SHT. 4 34 EXTERIO O. Q. o:. O vi b Y INTERIOR z Y 4 36 5 3mW 41 V J 26 9 10 29 14 S NOTE 1 6e37dSHT. 4 a SEE NOTE 7 SHT. 4 2 N 3 O HINGE JAMB TO SIOEUTE r 613. 664.D831 z OB 10 0 112' o. er TJH K. Or. RW oKwc Ko: 5- 2151 e r 3 of 8 167133 T1 31 7,p ZQ 25 M4X. NY a SHIM SPACE 1 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (UTE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES: 5.5', 16.5 . 27.57. 38.375' 49.375' & 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE VAACTNE DOOR IS ASFOLLOWS. FROM THE Top DOWN i' 3. 5 18.25 40.5', 59.25 . 74.25. 76.25' & 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16GAL x 1/2' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIOE JAMBS WITH2) 16Gk x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (t2) ITEMNO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) ATEACHVERTICALJAMB, FROM THE TOP DOWN AT 13.5" 31-, 48.5' 667. THERE ARE (2) AT THE HEADER AT 4" INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE 2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 6 (NG FOR ITEM NO. 43MULLIONSTOGETHERIS THE SAMECAS TSECURING HE THEPERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USEITEMNO. 12 (110 x 2" SCREW). WHEN ATTACHING THEHINGETOTHEJAMBANDTHESIOELITEATTHEMULLION USE ITEM NO. 37 (110 x 1 314' SCREW). FOAM GASKET & SILICONE CAP BEAD EMBED. 15' MIN. C- SINK r 1 o a 10 XTERIO o INTERIOR r^ 2 4 HINGE JAMB TO BUCK, SEE NOTE 5 SHT. 4 SEE NOTE 6 SHT, 4 o Z jE 36 g ~ 0 41 cc i 29 13 SEE NOTE 1 - a 3 SHT, 4 31 INT 3 H RI 4 ® STRIKE jAMS TO SIOELITE tt jj_ f n 11 10 SEE NOTE 7 SHT. 4 25' MAX. SHIM SPACE O> O co coV) - I 8' lf1 O LLJ 0^ 3Q tE a o v= 04 y OZNFv2, A yy etnurr>'o DN6UlTANIS. = 513. 554.3831 er: TJi or RN W. xo: S- 2151 4 or _ SEE NOTE 3 SHT. 4 SEE DETAIL "F" SNT. 5 6" 6 6" 6" 6" 6- 3 "{ 3' E 3 3 _ SEE DETAIL E" SHT. _ TYP SEE NOTE 4 SHT. 4 W O QDD 000 Ioz 0 6" 6" a SEE NOTE 3 SHT. 4 1 CS o o r I l co a n N o a 13 (AOV N Cr a4 r Vf= u7 t Z5f/l ag In' E" SEE DETAIL SHT. 5vi N i Z o C" 13 TYP. N vat i cif SEE DETAIL WT. 5 C- TYP. 1 id TYR a a I 3- 1tit 3" 3, 6" 6"—{-i 6. io ITL 3" 3, 3. 6" 6" mam 6. xY , T i L®A Bo® SINGLE DOOR DOUR F DOOR W/SJDELJTES MANUFAC TIMM Nag r.,-- o, 7/"'` r4AS` E F HAJ A 0.357 SOLT DEEP ENOUGH FOR A 2" 13 BOL7 THROW 12 10 0 13 I 13 10 10 DETAIL 'F' DETAIL ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL STRIKE PLATE AS TO FEE DETAIL 'G AT THE THRESHOLD 1 \_ SEE NOTE o 4 SHT. 4 613. 664.W3i N. T.S. ev TJH ar: RW we NO.: 5- 2151 r 5 or L L. 1 N O, N yOJ N SEE DETAIL YP• SFf> n L f1 i T. CENTRAL F LL` __ JDA MA, N JFAC T R NANE 0 SEE DETAIL tl It JLd1l 6' 3" _ b" _ 6' 6 3. 3' 1— 6' 3' —j 36 63 `r 3 1 I 11 1 I f SEE NOTE — 13 — Typ, s 3 SHT. 4 SEE NOTE SEE NOTE SEE DETAIL n 3 SHT. 4 — 6 SHT. 4 — r SHT. 5 — o; TYP. SEE DETAIL — — 0 SHT. 5 = 13 — SEE DETAIL SEE DETAIL Typ. v? - "E" SHT. 5 5 `H` SHT. $ J. ^ — — TYP. 13 J- SEE DETAIL -(" -K• TYP. Mt.— SEESEE NOTE 'G` SHT. 5 14 14 14 — 4 SHT. 4 — TYP. 14 TYP. M' 6' --i 6;" I-- 6' 3" --"I F- 3' 3: 663" SEE NOTE 3' 3" 6" 6' 14 4 SHT. 4 6' 3` TYP. SINfLF DOOR W/SIDElITES DOU E DOOR 453' GLASS f.— .463` GLASS SITE EXTERIOR js 25 1/ 8' TEMPERED GLASS Q. 25' AIR SPACE O1/ 8' TEMPERED ZGLASS FO 36OTE 1 STEEL INTERCEPT 5' u TCI SHT. 4 INSULATED GLASS W/ 25' SPACER ITF F AuE GLAZING DETAIL 1/8` TEMPERED rNOT GLASS 4. t7. 25' AIR SPACE 1/8" TEMPERED GLASS 3625' STEEL INTERCEPT SPACER 5" INSULATED GLASS _ WL RTS LITE FRAME GLAZING DETAIL n 3 L D 6> OOp i" Ro U sLo 3QOD M`. co a P 813.684. 3831 L. 08 10 0 v.r N. T.S. w ar: TJH c er: RW W04 NO.: 5- 2151 M 6 OF 8 7! `UL/ .L _ -- - 4.563' 1.063' F— T-Zj -T n n T 3 WOOD FRAME MUM JOINTED PONDEROSA PINE v I — .097' 4 x 4 STFFL_DOOR HINGE r-1.077--H `O F'-1.531' GInEIITF TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 02 1.284" —j t'aofawaaa 7A r = w r r• . O V,T,A5iiE::s FT; U-LE 1 m FC. TOP RAIL WOOD COMPOSRE h.-1.077" —{ T 1.531 cinci rrc al ANK SIDF STILE 36 FINGER JOINTED PONDEROSA PINE LLjj; n 1N FC, LATCH SIDE SIN F COMPOSITE 526' 2.713' r 1.255' —1 rTr N f o m i---• 1.531' -- O Fr- WOOD HINGE SIDE STILE T l N O 1.531' —4 FC. BOTTOM RAIL ;a ccl E AWUSTING SADD E THR SHOD t9WOODCOMPOSREwALUMINUM/ti"h .045` Weil At`UM, 080' THK. WALL VINYL TIP. 1 a . r S5 BOTTOM RAIL ^ 11 WOOD COMPOSITE lii 2.375" in ^ l o 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE Ln S Ov zZ) 613.654.3631 n 08 10 0' at N.T.S a. or Tim K. er. RW wwc wo.: 5-2151 r 7 or 8 nFSCRfPTION t F601CLASSC BOOR " .110' WIL 1 K FEMCLASS BY i )M-iR!! wAh f m L F18fRGLASS 2 Fr- TOP FA 1 x .94 n* M-iiAl M N000 C01P09lC 1 S3I s 1109 m 0311PDS11E3 4 5 6 Fr- Ifff SIXE (P*M-M. FONDERMA. FK 1.531 x 1 Fr- BMW R% HWV R 1.25 i OW-IM0 MW 001PM 9lbs. W000 New0016 1tE FOAM 7 SHORT RE4W MEAIT#%lRP -TRU FOAM WATME MIW FC7hM 4 x 4 .097 THK, MA-TRU 0 00 x N1700 o Frmn 11 S am 1111 .1 1 s 9F RERII-M IOp 1 10 It P 1 x 1 PFH W000 5T 4 t T ANCHOR EL 0 M01. G. STEEL 1 8007 .090 ExTRUDEO Vi 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 HIM MATERIAL W000 1 19 KWI AN 700 SERIES PASSAGE LOCK SMF ARKISIM WSW SADDLE PREHU M- 0 x 125- WADER (THUM4-mu. WOOD 2i It I ME AM- J 4 KWWSEr MAN 700 SERIES OEA080LT ASTRAGAL0 FiBT .0 2 WALLAL M. 6 -T6 GLAZING.25 INSULATEV ILUPWLU GLASS G 26 S$ PaVER091 L1 = 1. 1 WOOD 7 08 x 1 L. PANHEAD SHEET METAL SCREW STEEL BOTRMI SWEEP WO00 JO 0 2J750000 O POIOEROSLI 1431 W 0 N000 ODL1 ME 2 K. GLAZWG i STW-R TAPE J3 B1S, iFiERY1- BTS 4 LF- x 125 BLANK J4 1RU PONDUM PNfwowu 6 SOEEIIIE SUE -iRU 1.331 s .656 POA»— 7 1 x 1 J 4 . PFH Woo SCREW L SC RLs RNC 1311 s .9F 11QON-iFU 9; w NO 4 51 U SILICONE 41 8-1 1 1/2- PLASCR FOR REM 34 42 a MP t mnm W& - IS11 s FUQR7SL O 43 8 x 2 L . PFH WOOD SCREW 1.531 a L SS, TOP RAI WOOD COMPOSITE 592' LN O 179" H NPR I N R IP FOAM CELLCORE W NYL JACKET 3' 3 79 m Oj 171 CoMfgC ON WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/IINYL JACKET DRILL TRU FOR 357' OIA. ASTRAGAL DRILL TRU FOR A {8 RETAINER BOLTS PFH WOOD SCREW ZPLCS VANDJAMSER II WR68T STRIKE PLATE 3t 1.531" cc LATCH SIDE STILE COMPOSRE I a ASTRAGAL HAS 2) 8.0' N BOLTS O BOTTOM N BOLTS O TOP 1. 767" 1 2a WINOJAMBER 11 WR687 ASTRAGAL ( ALUMINUM .057' WAIL TYP.1 8. 0 T 1^ ASTRAGAL MATERIAL: C/R f k YELLOW CH OMA 0 00 CJ LL J „) Q00 W co a U o yy LnLnZ a U o. m 613. 664.3631 N. T.S. tn: TJN er RW LIG • 0: S- 2151 A or I JUN-21-2002 09,52 MILESTONE WINDOWS 407 323 9729 P.02 June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 407) 836-5760 R15: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on tune 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits for Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings Identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 Yt") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using 'a 3/16' concrete screw with a minimum embedment on 1 'A". Concrete Masonry Units should have a wall thickness of 1 VV and a precast sill's thickness will exceed 1 '/.a'. The drawings clearly delineate the requirement that a minimum embedment depth of 1 Y4" must be maintained by the installer. It is up to- the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 'l.'. Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as '-1X back by others" or similar statements shall be construed to mean that a buck thickness of less than 1 %" is acceptable. The definition of a non-structural buck is based on Section 2707.4..4.2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 9 (407) 323-3300 • Fax (407) 322-3337 JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 r111. 1.11l.+l IlC7 Jll%: The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE r o g flora xtrude corn Florida PE License No. -19752 Florida Extruders International, Inc_ Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61615-23.0O1, F.A-C A rubber stamp seal was also applied to facilitate reproduction for Orange County building Division Masterfile scanning. nw: 2W2-LTR; R11-009 UJ. HIIIIIIIp No. 5 r. • n rr4 A J 7,1 7.jflOZ r V 2540 -14wett Lane, 5anhwd, FL 327YI-160O 9 (407) 323-3300 • Fax (407) 322-3337 2 Universal Forest Products Re: 54602978 Centex Homes Orlando 1692 B Roof 69 Lake Monroe The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 54602977 Al 54602977 A2 54602977 A3 54602977 A4 54602977 A5 54602977 A6 54602977 A7 54602977 A8 54602977 A8A 54602977 131 54602977 B1A 54602977 B1G 54602977 J1 54602977 J2 54602977 J2A 54602977 J2B 54602977 J3 54602977 J4 54602977 J5 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 130 mph; h = 25 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 8/9/2004 John resley License ft 5886 The seal on this drawing ind ates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226 9356 Fax: (336) 476-9146 Job Truss Truss Type Oty Ply Centex-Orl<>1692-B<>isk<>8-9-4 54602977 Al - 5 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Aug 09 08:41:10 2004 Page 1 1.0-P_ 7-3-1 14-1-15 20-0-0 25-10-1 32-8-15 40-0-0 4,1.0 0i 1-0-0 7-3-1 6-10-14 5-10-1 5-10-1 6-10-14 7-3-1 1-0-0 Scale - 1:68. 4.00 12 Us TL20= E 5x8 TI20 : 5x8 TL20 D F 2x3 T120 2x3 TL20 i C W W2 w Q 4 w 5x7 TL20= N M L K 1 50 TL20= 300 M1118H= 3x8 TL20= 3x6 TL20= 3x8 TL20= 300 M1116H= 10-4-6 20-0-0 29-7-10 40-0-0 10-4-6 9-7-10 9-7.10 10-4-6 Plate Offsets X : 8:0-1.4 0-2.8 D:0.4-0 0-3-0 F:0.4.0 0-3-0 H:0-1-4 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.37 L >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.77 B-N >617 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.22 H n/a n/a BCOL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 187lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2.8-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4.11-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Harz B=199(load case 5) Max UpliftB=-787(load case 3), H=-787(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C=-3761/1630, C-D=-3454/1445, D-E=-2471/1056, E-F=-2471/1056, F-Ga_--3454/1445, G-H=-3761/1631, H-1=0/8 BOT CHORD B-N=-1565/3474, M-N=-1152/2887, L-M--1152/2887, K-L=-1004/2887, J-K=-1004/2887, H-J=-1418/3474 WEBS C-N=-360/405, D-N=-169/586, O-L=-807/557, E-L=-420/1182, F-L=-807/557, F-J=-170/586, G-J=-360/405 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 8; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss has been designed for a 1 O.O psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4) All plates are M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 lb uplift at joint B and 787 lb uplift at joint H. 7) Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. 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 fCustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A1 Job Truss Truss Type Qty Ply Centex-Orl<>1692-B<>jsk<>8-9-4 54602977 A2 C( IN.Mawaniaw', 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:10 2004 Page 1 1i0-P -- 7-3-1 14-1-15 19-0-0 21.0-0 25-10-1 32-8-15 40-0-0 41-0)0 1-0-0 7-3-1 6.10-14 4-10-1 2.0-0 4-10-1 6-10-14 7-3-1 1-0-0 Scale 1:70.1 3x8 TL20 4.00 12 Us TL20::- 5x8 TL20 % E F O i 5z8 T1-20 D H 2x3 TL20, 2x3 TL20xi C W2 I 4 W 9 A B J K a Ib 5x7 TL20 P O N M L 5x7 TL20= 3x10 M1118H= 3x8 TL20= 300 WISH= 10-4-6 20-0-0 29-7-10 40-0-0 10-4-6 9-7-10 9-7-10 10-4-6 Plate Offsets X Y : B:0-1-4 0-2.8 D:0-4-0 0-3-0 H:0-4-0 0-3-0 J:0-1.4 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.38 N >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.79 N-P >601 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.22 J n/a n/a BCOL 10.0 Cod@FBC2001/TPI2002 Matrix) Weight: 186lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=1653/0-8-0, J=1653/0-8-0 Max Horz B=190(load case 5) Max UpliftB=-799(load case 3), J=-799(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C=-3766/1663, C-D=-3452/1476, D-E=-2486/1087, G-H=-2486/1087, H-1=-3452/1476, I-J=-3766/1664, J-K=0/8, E-F= 2315/1058, F-G= 2315/1058 BOT CHORD B-P=-1590/3478, O-P=-1172/2878, N-0=-1172/2878, M-N=-1031/2878, L-M=-1031/2878, J-L=-1449/3478 WEBS C-P= 367/411, D-P=-175/593, D-N= 768/538, F-N=-393/1124, H-N= 768/538, H-L=-175/593, I-L=-367/412 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MW FRS gable end zone; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All plates are M1120 plates unless otherwise indicated. 6) All plates are 3x6 TL20 unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 799 lb uplift at joint B and 799 lb uplift at joint J. 9) Truss shall be fabricated per ANSVTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification valid only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A2 Job Truss Truss Type yQtIlkPlyCentex-Orl< 1692-8<>jsk<>8-9-4 54602977 A3 ' COMM 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Aug 09 06:41:11 2004 Page 1 0-p 7-3-1 14-1-15 17-0-0 23-0-0 25-10-1 , 32-8-15 40-0-0 41-Op 1-0-0 7-3-1 6-10-14 2-10-1 6-0-0 2-10-1 6-10-14 7-3.1 1-0.0 Scale 1:70.1 4.00 12 500 M1118H= 5x10 M1118H= Us TL20 % 5x8 TL20 E F Q 13 D C W W2 3 1 i 4 w 9 J KQQWA 5x7TL20= P a N M L 5x7 TL20= 300 M1118H= Us TL20t Us TL20= 3A TL20= 3x10 M1118H= 10-4-6 I_ 20-0-0 29-7-10 40-0-0 10-4-6 9-7-10 9-7-10 10-4-6 Plate Offsets X 13:0-1-4 0-2-8 D:0-4.0 0-3-0 G:0-4-7 Ed a H:0-4-0 0.3-0 J:0-1-4 0-2-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.54 N >870 240 M1116H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -1.01 N-P >466 180 TL20 245/193 BCLL 0.0 Rep Stress Incr . YES WB 0.50 Horz(TL) 0.22 J n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 185lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. T2 2 X 4 SYP No.1, T2 2 X 4 SYP No.1, T3 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1653/0.8.0, J=1653/0-8-0 Max Horz B=172(load case 5) Max UpliftB=-819(load case 3), J=-819(load Case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C= 3785/1731, C-D=-3446/1531, D-E=-2618/1198, G-H=-2618/1198, H-1=-3446/1532, IJ=-3785/1731, J-K=0/8, E-F=-2525/1178, F-G=-2525/1178 BOT CHORD B-P=-1641 /3500, O-P=-1195/2838, N-0=-1195/2838, M-N=-1068/2838, L-M=-1068/2838, J-L=-1514/3500 WEBS C-P=-404/436, D-P=-194/623, D-N=-485/411, F-N=-198/703, H-N=-485/411, H-L=-194/623, I-L=-404/436 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 130mph (3-second gust); h=25f ; TCDL=6.Opsf; BCDL=6.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607,1 of IBC-00. 5) All plates are M1120 plates unless otherwise indicated. 6) All plates are 2x3 TL20 unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 819 lb uplift at joint B and 819 lb uplift at joint J. 9) Truss shall be fabricated per ANSI/fPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A3 Job Truss Truss Type Qty Ply Centex-Orl<>1692-B<>isk<>8-9-4 54602977 A4 COMMON 'e 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Aug 09 08:41:12 2004 Page 1 1.0-p - 7-3-1 15-0-0 25-0-0 32-8-15 40-0.0 40 -00 r - T 1- 0-0 7-3-1 7-8-15 10-0-0 7-8-15 7-3-1 1-0-0 Scale . 1:70.1 4. 00 12 5x6 T1-20 Us TL20= 2z3T12011DE F 7x8 TL20 7x8 TL20-- C W w 3 Q 4 w A 9 H I m W jb5x7TL20= N M L K J 5x7 TL20= 3x10 M1118H= 3x8 TL20= 3x6 Tt20= 3x6 TL20= 3x10 MII18H= 10-4- 6 20-0-0 29-7-10 40.0-0 10-4. 6 9-7-10 9-7-10 10.4-6 Plate Offsets X Y : B:0-1-4 0-2-8 H:0-1-4 0-2-8 LOADING (psf) SPACING 2-0-0 CSI OEFL in (loc) Well Ud PLATES GRIP TCLL 20. 0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.40 L >999 240 M1118H 195/188 TCDL 10. 0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.78 L-N >602 180 TL20 245/193 BCLL 0. 0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.22 H n/a n/a BCDL 10. 0 CodeFBC2001/TPI2002 Matrix) Weight: 185lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2.8-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4.9-9 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=153(load case 5) Max UpliftB— 837(load case 3), H=-837(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C= 3772/1782, C-D=-3453/1591, F-G=-3452/1591, G-H=-3772/1782, H-1=0/8, D-E=-2996/1414, E-F=-2996/1414 BOT CHORD B-N=-1675/3486, M-N=-1206/2802, L-M=-1206/2802, K-L— 1092/2802, J-K=-1092/2802, HJ=-1561/3486 WEBS C- N=-384/457, D-N=-233/635, D-L=-154/476, E-L=-259/198, F-L=-154/476, FJ=-233/635, GJ=-384/457 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All plates are M1120 plates unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint B and 837 lb uplift at joint H. 8) Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A4 Job _Truss Truss Type Qty Ply Cenlex-Orl<>l692-B<>jsk<>8-9-4 54602977 A5 2 1 Job Reference (optional) Universal Forest Produgts,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 06:41:12 2004 Page 1 1-0-p 7-3-1 13-0-0 27-0-0 32-8-15 40-0-0 4,1.00 1- 0-0 7-3-1 5-8-15 14-0.0 5-8-15 7-3-1 1-0-0 Scale . 1:70.1 5x6 TL20= 5x6 TL20= 4. 00 12 D E F C W W2 W2 !3 4 W H A64 I'nd5x7TL20= N M L K J 5x7TL20= 300 M1118H= 3x8 TL20= 3x6 TL20= 3x8 TL20= 3x10 M1118H= 10- 4-6 20-0-0 29-7-10 40-0-0 10- 4.6 9-7-10 9-7-10 10-4.6 Plate Offsets X 8:0-1-4 0-2-8 H:0-1-4 0-2-8 LOADING ( psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) OA5 L >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.84 L-N >564 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.23 H n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 181lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) B=1653/0-8-0, H=1653/0.8.0 Max Horz B=135(load case 5) Max UpliftB=-853(load case 3), H=-853(load case 4) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C= 3744/1798, C-0=-3466/1639, F-G=-3466/1640, G-H=-3744/1799, H-1=0/8, D-E=-3477/1681, E-F= 3477/1681 BOT CHORD B-N=-167213454, M-N=-1346/3004, L-M=-1346/3004, K-L=-1246/3004, J-K=-1246/3004, HJ=-1572/3454 WEBS C-N=-295/391, D-N=-148/530, D-L=-331/730, E-L=-444/380, F-L=-3311730, FJ=-149/530, GJ=-295/391 NOTES ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All plates are M1120 plates unless otherwise indicated. 6) All plates are 2x3 TL20 unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 853 lb uplift at joint B and 853 lb uplift at joint H. 9) Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer' s certification valid only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/ Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A5 Job Truss s TrunasType Qty Ply Centex-Or1o1692-8<>jsk<>8-9-4 54602977 A6 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:13 2004 Page 1 1- 0p 5-9-3 11-0=0 17-0-0 23-0-0 29-0-0 34-2-13 40-0-0 4r1.0,0 I! T 1- 0-0 5-9-3 5-2-13 6-0-0 6-0.0 6-0-0 5-2-13 5-9-3 1-0.0 Scale = 1:70.1 5x10 M1118H= 5x10 M1118H- Us TL20 = 3x8 TL20= 4. 00 12 p E O 2x3 T1.20- 2x3 TL20 C 1 3 W1 H 4 W A 9 I J o 6 5x7TL20= O N M L K 5x7TL20= 3x10 M1118H= Us TL20= 3x8 TL20= 3x8 TL20= 3x10 M1118H= 10- 4-6 20-0-0 29-7-10 40-0.0 10- 4-6 9-7-10 9-7.10 10-4-6 Plate Offsets X Y : 0-1-4 0-2-8 E:0-4-0 03-0 G:0-4-7 Ede 1:0-1-4 0-2-8 LOADING ( psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.48 Vert(LL) 0.54 M >880 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.95 M-0 >495 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.26 1 n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 186lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS2X4SYPNo.3 WEBS 1 Row at midpt E-O, F-K REACTIONS ( lb/size) 8=1653/0-8.0, 1=1653/0-8-0 Max Horz 8=116(load case 5) Max UpliftB=-867(load case 3), 1=-867(load case 4) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C=-3731/1854, C-D= 3491/1669, 0-E=3141/1599, E-F=-3982/1913, F-G=-3141/1599, G-H= 3491/1669, H-1= 3731/1854, IJ=0/8 BOT CHORD 8-0=-1719/3437, N-O=-1805M911, M-N=-1805/3911, L-M=-1758/3911, K-L— 1758/3911, 1-K=-1633/3437 WEBS C-0=-201/362, 0-0=-223/746, E-O=-1027/581, E-M=0/235, F-M=0/235, F-K=-1027/581, G-K=-2231746, H-K=-201/363 NOTES ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All plates are M1120 plates unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 867 lb uplift at joint B and 867 lb uplift at joint I. 8) Truss shall be fabricated per ANSUTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer' s certification valid only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/ Job: 1692 B RF Date Req:08/31 /2004 Draw No:54602977A6 Job Truss Truss Type Oty Ply Centex--Orl<>l692-B<>jsk<>8-9.4 54602977 A7 i'""^ 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inca Mon Aug 09 08:41:14 2004 Page 1 1-0_p 5-7.2 9-0-0 16-4.9 23-7-7 31-0.0 34.4-14 40.0-0 4 .00rT 1-0-0 5-7-2 3-4-14 7-4-9 7-2-13 7-4-9 3-4-14 5-7-2 1.0-0 Scale . 1:70.1 7x8 TL20 = 2t3 TL2011 4.00 V2 300 M1118H= 7x8 T1-20= 2x3 TL20` 0 E F QTIA H 2x3 TL20 C 0 2 W1 W1 W1clA92tai0 5x7 TL20 = O P O N M L 5x7 TL20= 300 M1118H= 3x10 TL20= 300 M1118H= 9- 1.12 16.4-9 23.7-7 30-10.4 40-0-0 , 9- 1-12 7-2-13 7-2-13 7-2-13 9-1-12 Plate Offsets X Y : 8:0-1-4 0.2.8 D:0-5-0 Ed a 1-1:0-5-0 Ed a J:0-1-4 0-2-8 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.72 N-O >657 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -1.20 N-O >392 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.26 J n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 187lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-11 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=-98(load case 6) Max UpliftB=-878(load case 3), J=-878(load case 4) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C= 3712/1849, C-D=-3601/1782, D-E= 4736/2382, E-F=-4736/2381, F-G=-4736/2381, G-H=4736/2381, H-6-3601/1783, IJ=-3712/1850, J- K=0/8 BOT CHORD B-Q=-1698/3412, P-0--1587/3404, O-P=-1587/3404, N-0=-2236/4736, M-N=-1514/3404, L-M=-1514/3404, J-L=-1625/3412 WEBS D-0--17/319, H-L=-17/319, E-0=-482/410, G-N=445/389, C-O---28/239, D-0=-815/1552, E-N=-91/90, H-N=-814/1551, I-L=-27/240 NOTES ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All plates are M1120 plates unless otherwise indicated. 6) All plates are 3x6 TL20 unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 878 lb uplift at pint B and 878 lb uplift at joint J. 9) Truss shall be fabricated per ANSVTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer' s certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/ Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A7 Job Truss y Ply Centex-Orl<>1692-B<>jsk<>8-9-4 54602977 A8 HIP 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Aug 09 08:41:15 2004 Page 1 0-p 7-0.0 —i 12-3-7 17-5-2 22-6.14 27-8-9 33-0-0 40.0-0 41-010 1-0-0 7-0-0 5-3.7 5-1-1 1 5-1-11 5-1-11 5-3.7 7.0-0 1-0-0 Scale - 1:70. 504 M1118H 2x3 TL2011 4.00 12 300 M1118H= 504 M1118Hzz C D E F G H I I 1T3- 2 1 1 1 w w A 13 K Q o to 500 TL20= O P O N M L 500 TL20= 2x3 TL2011 500 M1118H= 300 TL20= 500 MI118H= 2x3 TL2011 7-1-12 12-3.7 17-5-2 22-6-14 27-8-9 32-10.4 40-0.0 7.1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1.11 7-1.12 Plate Offsets X B:0-0-8 0-1-11 C:0-5-11 0-2.2 1:0-6-7 0-2-2 J:0-0-10 0-1-7 M:0-5-0 0.3.0 P:0-5-0 0-3-0 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 1.10 N-O >428 240 M1118H 1951188 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -1.61 N-O >293 180 TL20 2451193 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.29 J n/a n/a BCDL 10.0 CodeFBC2001RP12002 Matrix) Weight: 372lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.10 'Except* TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. T3 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5.4-15 oc bracing. BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.2, Right: 2 X 4 SYP No.2 REACTIONS (lb/size) B=3309/0-8-0, J=3309/0.8-0 Max Horz B=-79(load case 6) Max UpliftB=-1852(load case 3), J=-1852(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C= 8289/4693, C-0=-11233/6410, D-E=-12966/7331, E-F=-1296217327, F-G=-1296217327, G-H=-129620327, H-I=-11235/6411, IJ=-8289/4694, J-K=O/ 8 BOT CHORD 13- 0=-434W7703, P-0=-4331/7720, O-P=-6293/11233, N-0= 7215/12966, M-N=-6235/11234, L-M=-4273f7720, J-L=-4281/7704 WEBS C-O= 0/407, I-L=0/407, D-P=-1539/1100, E-0=-654/605, G-N=-640/596, H-M=-1538/1099, C-P=-2265/4012, D-0=-1072/1965, E-N=-58/48, H-N--1067/1959, I-M=-2265/ 4012 NOTES (14) 1) Special hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.Olb down and 382.21b up at 33-0-0, and 385.01b down and 382.21b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 2) 2-ply truss to be connected together with 10d Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 382.21b up at 33-0-0, and 385.01b down and 382.21b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided t distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7.98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 8) All plates are M1120 plates unless otherwise indicated. 9) All plates are 3x6 TL20 unless otherwise indicated. 10) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1852 lb uplift at joint B and 1852 lb uplift at joint J. 12) Girder carries hip end with 7-0-0 end setback 13) Special hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.0Ib down and 382.21b up at 33-0-0, and 385.01b down and 382.21b up at 7-0-0 on top chord. The design/selection of such special connection devioe(s) is the responsibility of others. 14) Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification valid only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-C=- 60, C-1=-125(F=-65), I-K=-60, BJ=-42(F=-22) Concentrated Loads (lb) Vert: C=-385( F) 1=-385(F) Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A8 Job Truss cuss T e MWk Qty Ply Centex-Orl<>1692-B<>jsk<>8-9.4SAx 54602977 ABA' 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Aug 09 08:41:15 2004 Page 1 0 p 7-0-0 12-3-7 17-5-2 22 6 14 27-8-9 33-0.0 40.0-0 41-0-0r _+ 1-0-0 7-0-0 5-3-7 5-1-11 5-1.11 5-1-11 5-3-7 7-0-0 1-0-0 Scale . 1:70. 504 M1118H: 2x3 TL2011 4.00 12 3x10 M1118H= 5x14 M1118H= C D R E F O H I 1 1 1 W W A a J KAlf!! 2 9 C a 19 6x10 TL20= Q P S Q N M L 5x10 TL20= 20 TL20 II 5x10 M1118H= 3x10 TL20= 5z10 M1118H- 2x3 TL2011 7-1-12 12-3-7 17-5-2 _ 22-6-14 27-6.9 32-10-4 40-0.0 7-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 7-1-12 Plate Offsets X B:0-0-5 0.1-6 1:0-6.4 0-2-0 J:0-0-4 0-1- M:0-4-6 0-3-0 P:0-4-13 0-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 1.26 N-O >375 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -2.30 N-O >206 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.42 J n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 186lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D 'Except' TOP CHORD Structural wood sheathing directly applied. T3 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 3-7.11 oc bracing. BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.2, Right: 2 X 4 SYP No.2 REACTIONS (lb/size) 8=2693/0-8-0, J=2241/0-8.0 Max Horz 6=79(load case 5) Max UpliftB=-1241(load case 3), J=-791(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C=-6569/2985, C-D=-8325/3523, D-R=-9030/3424, E-R=-9030/3424, E•F=-8714/3110, F-G= 8714/3110, G-H= 8714/3110, H-1=-7317/2522, I-J=-5296/1709, J-K=0/8 BOT CHORD B-Q=-2745/6097, P-Q--2737/6114, P-S=-3406/8325, O-S=-3406/8325, N-0=-3307/9030, M-N=-2346/7317, L-M=-1480/4907, J-L=-1488/4891 WEBS C-Q--O/407, I-L=0/410, D-P=-915/480, E-0=-145/100. G-N=-320/279, H-M=-1011/576, C-P=-831/2568, D-O=0/827, E-N= 405/389, H-N=-701/1591, I-M=-1049/2787 NOTES (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All plates are M1120 plates unless otherwise indicated. 6) All plates are 3x6 TL20 unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1241 lb uplift at joint B and 791 lb uplift at joint J. 9) Girder carries hip end with 7-0-0 end setback 10) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.Olb down and 382.21b up at 7-0.0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification valid only when truss is fabricated by a UFPI operated plant. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert: A-C=-60, C-R=-125(F=-65), I-R=-60, I-K=-60, BJ= 42(F=-22) Concentrated Loads (lb) Vert: C=-385(F) Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A8A Job Truss Truss Type Qty Ply Centex-Orl<>1692-B<>jsk<>8-9.4 54602977 B1 I 1 3 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Aug 09 08:41:16 2004 Page 1 6-7-6 10-0-0 13-4-10 20-0-0 21-0-0 6-76 3-4-10 3-4-10 6-7-6 1-0-0 Scale - 1:34. 5x4 TL20— C 4.00 12 20 TL20 2x3 T120 l3 0 2 w A E FI 3x5 TL20= 3x5 TL20= 5x8 TL20= 10-0-0 20-0-0 10-0-0 10-0.0 Plate Offsets X A:0-0-13 0-06 E:0-0-13 0.0.6 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.15 A-G >999 240 TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.44 A-G >532 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 E n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 80lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7.8-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A=771/0-8-0, E=856/0.8-0 Max Horz A— 110(load case 6) Max UpliffA=-334(load case 3), E=-442(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=-1555/680, B-C=-1222/478, C-D=-1221/484, D-E=-1547/662, E-F=0/8 BOT CHORD A-G= 615/1412, E-G--515/1402 WEBS B-G=-382/367, C-G=-203/629, D-G=-370/352 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint A and 442 lb uplift at joint E. 6) Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977B1 Job Truss Truss Type Qty Ply Centex-Or1o1692-B<>jsk<>6-9-4 54602977 BIA COMMON 3 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215,}° b , 5.200 s Sep 30 2003 Mliek Industries, Inc. Mon Aug 09 08:41:17 2004 Page 1 1-0-0, 6-7-6 10-0.0 13-4-10 20-0-0 2_1-0-0. 1-0-0 6-7-6 3-4-1 0 3.4.10 6-7.6 1-0-0 Scale . 1:35. 5x4 TL20= 0 4.00 F12 2x3 T1-20Q 2x3 TL20G C E B F IN Bi 30 TL20= H 3x5 TL20= Us TL20= 10-0-0 20-0.0 10-0-0 10-0-0 Plate Offsets X 8:0-0-13,0-0-61, [F:0-0-13,0-0-6], [H:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.15 B-H >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.43 F-H >544 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 F n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 81lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=853/0-8-0, F=853/0-8-0 Max Horz B=107(load case 5) Max UpliftB=-441(load case 3), F=-441(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/B, B-C=-1538/658, C-D=-1212/472, D-E=-1212/472, E-F=-1538/658, F-G=0/8 BOT CHORD B-H=-591/1394, F-H=-512/1394 WEBS C-H=-370/351, D-H=-191/619, E-H=-370/352 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category Il; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 441 lb uplift at joint B and 441 lb uplift at joint F. 6) Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification valid only when truss is fabricated by a UFPI operated plant. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977B1A Job Truss Truss Type Qty Ply Centex-Orl<>1692-B<>jsk<>8-9-4 54602977 B1 G' u V a , . 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:17 2004 Page 1 1-0-0 , 10-0-0 20-0-0 121T0-0 1-0-0 10-0-0 10-0-0 1-0-0 Scale a 1:35. 3x6 TL20= F 4.00 12 E D H C T T T T T T J Boom 3x5 T120= 14 ivi I 3x5 TL20= Us TL20= 20-0-0 20-0-0 Plate Offsets X Y : F:0-3-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.16 Vert(TL) 0.03 K >447 180 BCLL 0.0 Rep Stress Incr YES WS 0.07 Horz(TL) 0.00 J n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 85lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural woad sheathing directly applied 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. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=233/20-0-0, J=233/20-0-0, P=183/20-0-0, Q=42/20-0.0, R=405/20.0-0, N=183/20-0-0, M=42/20.0.0, L=405/20-0-0 Max Horz B=149(load case 5) Max UpliftB =-142(load case 3), J=-150(load case 4), P=-71(load case 5), Q_•36(load case 3), R=-237(load case 5), N=-61(load case 6), M=-38(load case 4), L=-236(load case 6) Max GravB=233(load case 1), J=233(load case 1), P=183(load case 1), 0-43(load case 7), R=405(load case 1), N=183(load case 1), M=43(load case 8), L=405(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C=-92/49, C-D=-48/84, D-E=-21/101, E-F=-28/116, F-G=-28/115, G-H=-21/85, H-1=-48/60, IJ= 64/49, J-K=0/8 BOT CHORD B-R=O/O, Q-R=O/O, P-Q=0/0, 0-P=0/O, N-0=0/122, M-N=0/122, L-M=0/122, J-L=O/122 WEBS E-P=-130/92, 0-0--47/62, C•R= 281/265, G-N=-130/81, H-M= 47/63, I-L=-281/264 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Truss designed for wind loads in the plane of the truss only. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint B, 150 Ito uplift at joint J, 71 lb uplift at joint P, 36 lb uplift at joint Q, 237 lb uplift at joint R, 61 lb uplift at joint N, 38 lb uplift at joint M and 236 Ito uplift at joint L. 10) Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification valid only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard customer No: i i U45 customer Name: C:ENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31 /2004 Draw No:54602977B1 G Job Truss Truss Type my Ply Centex 0r1o1692-0<>jsk<>8-9.4 54602977 J1 JACK + 3 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Aug 09 08:41:18 2004 Page 1 1-5-12 5-9-2 9-10-1 1-5-12 5-9-2 4-0.15 Scale . 1:18.1 AD 2.83 12 3x4 TL20 C 1 W2 W1 8H 81 G F E 2x3 TL2011 3x3 TL20 3x4 TL20- 5-9-2 9-10-1 5-9-2 4-0-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.04 F-G >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.04 A >571 180 BCLL 0.0 Rep Stress Inor NO WB 0.26 Horz(TL) 0.01 E n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 40lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9.2-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) D=218/Mechanical, B=431/0-11-5, E=402/Mechanical Max Horz B=210(load case 3) Max UpliftD=-210(load case 3), B=-267(load case 3), E=-142(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-H=0/7, 8-H=0/7, B-C=-902/310, C-D=-70/37 BOT CHORD B-G= 464/847, F-G=-464/847, E-F=0/0 WEBS C-F=-917/503, C-G=0/276 NOTES (6) 1) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 8; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint D, 267 lb uplift at joint 8 and 142 lb uplift at joint E. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6) Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase--1.25 Uniform Loads (plf) Vert: A-H=-60 Trapezoidal Loads (plf) Vert: H=0(F=30, B=30)-to-D--148(F=-44, B=-44), B=-2(F=9, B=9)-to-E=-49(F=-15, B=-15) Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J1 Job Truss Truss Type Ory Ply Centex-Orl<>1692-B<>jsk<>8 9-4 54602977 J2 1 16 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:18 2004 Page 1 1-0-0 7-0-0 1-0-0 7-0-0 1:13. 4.00 12 T1 B B1 D 3x4 TL20- 7.0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.10 B-D >794 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.15 A >110 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 23lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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. REACTIONS (lb/size) C=190/Mechanical, B=352/0-8-0, D=66/Mechanical Max Horz B=174(load case 3) Max UpliftC =-193(load case 3), B= 218(load case 3) Max GrayC=190(load case 1), B=352(load case 1), D=132(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-13=0/8, B-C=-97/53 SOT CHORD B-D=0/0 NOTES (5) 1) Wind: ASCE 7-98; 130mph (3-second gust); h=25f ; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint C and 218 lb uplift at joint B. 5) Truss shall be fabricated per ANSVTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification valid only when truss is fabricated by a UFPI operated plant. 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J2 Job Truss Truss Type Oty Ply Centex-Orl<> 1 692-B<>jsk<>8-9-4 54602977 J2A ' MONO 2 1 4"0 — '""' Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Aug 09 08:41:19 2004 Page 1 1-0-0 i 7-0-0 1-0-0 7-0-0 W TL2011 Scale .1:15. C 4.00 12 W1 T1 81 U4 TL20= W TL2011 7-0-0 7-0-0 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.09 B-D >825 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.14 A >115 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 D n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 26lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, excep BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=349/0-8-0, D=253/0-8-0 Max Horz B=179(load case 4) Max UpliftB=-232(load case 3), 0=-135(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C=-103/53, C-D=-187/174 BOT CHORD B-D=-33/42 NOTES (5) 1) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.0psf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint B and 135 lb uplift at joint D. 5) Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members onlyand does not replace erection and permanent bracing. Engineer's certification valid only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J2A 54602977 I J2B • I MONO 7-0-0 2x3 T12011 Scale -1: 3x4 TL20= 2x3 TL2011 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deli Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.09 A-C >825 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.24 A-C >330 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BCOL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 25lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=261/0-8-0, C=261/0-8-0 Max Horz A=175(load case 4) Max UpliftA=-117(load case 3), C=-146(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=-105/56, B-C=-196/185 BOT CHORD A-C=-33/42 NOTES (5) 1) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint A and 146 lb uplift at joint C. 5) Truss shall be fabricated per ANSIlTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J2B Job Truss Truss Type Oty Ply Centex-Or1o1692-B<>jsk<>8-9-4 54602977 J3 JACK 6 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 22 q 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:20 2004 Page 1 1-0-0 4-11-11 1-0-0 4.11-11 10.1 4.00F12 T1 l3 81 D moo- 4-11-11 4-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.02 B-D >999 240 TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.03 A >512 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001RP12002 Matrix) Weight: 17lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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=130(load case 3) Max UpliftC=-128(load case 3), B=-188(load case 3) Max Grav C=126(load case 1), B=275(load case 1), D=92(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C=-68/37 BOT CHORD B-D=0/0 NOTES (5) 1) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.0psf; BCDL=6.0psf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 paf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint C and 188 lb uplift at joint B. 5) Truss shall be fabricated per ANSVTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification valid only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J3 Job Truss Truss Type Oty Ply Centex-0d<>1692-B<>jsk<>8.9-4 54602977 J4 J Job Reference o tional Universal Forest Prodtrcts,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Aug 09 08:41:20 2004 Page 1 Scale. 1:7. 2-11-11 2-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.00 B-D >999 240 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.01 A >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 11lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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. REACTIONS (lb/size) C=57/Mechanical, B=204/0-8-0, D=26/Mechanical Max Horz B=87(load case 3) Max UpliftC=-57(load case 3), B=-166(load case 3) Max GravC=57(load case 1), B=204(load case 1), D=52(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C=-41/17 BOT CHORD B-D=0/0 NOTES (5) 1) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint C and 166 lb uplift at joint B. 5) Truss shall be fabricated per ANSIlTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. 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 ofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977Contractor/Job: 1692 6 RF Date Req:08/31/2004 Draw No:54602977J4 Job I Truss 54602977 IJ5 ' Inc. 0-11-11 3x4TL20= 0-11-11 Scale . LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.06 Vert(LL) -0.00 B >999 240 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.01 A >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 C n/a n/aBCOL10.0 CodeFBC2001/TPI2002 Matrix) Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 0.11.11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=-1 1 /Mechanical, 8=138/0.8-0, D=9/Mechanical Max Horz B=46(load case 3) Max UpliftC=-11(load case 1), 8= 142(load case 3) Max GravC=17(load case 3), B=138(load case 1), D=18(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/8, B-C=-33/8 BOT CHORD B-D=0/0 NOTES (5) 1) Wind: ASCE 7.98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 8; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint C and 142 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/TPl quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy ofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J5 A U G. 12004 7: 51 AM NO. 3 11 Pl, 28 CUSTOMER COPY CUSTOMER NAME: Centex Orlondo NOTES: Meam or UNIVERSAL FOREST PRODUCTS PRoxcr:msDUO% IV SHOFFNER. ClOf %wrWil oftmftu. Nc. S UWAMC W.W ME =0 IN C0Hj-*Cn(* 1692 B ROOF Wntt ALL OnWA TEO*AC-'4. ORN0*42 SL"LIED 80 MLK Avenueg!= W..4 W0 W MAXNOA- DATE. 2/2-204 7 noms*TAS -PU"r'lC0 UK Jefferson, GA. 30549scm-E. Mrs QUALITY PRODUCTS FOR QUALITY BUILDERSWSMIC r" *QUSMV STMWADS M (ftCr*4 REviSWn:- ""Vs. M2L:l0Ck" Al "i 0,0monoc Ok (800) 779 —0936TOATC: BY: ll¢ 2w m BAM BY.. (aoeytm-s9w RF("FlVFf) TIMIF A I 1 (11 RAW sta 294' dryer duct to roof cap rDU f» 8x4 lrcd LAW 45 a A 12x12 lwcd 9' tR . em 09 260 OII m 7p• t1Yr 14x8 lwcd 185 10 rtll 8. ImX An3' both duct 10' to roof cap w/fan 4 lwcd xLr- f5 :i6• 4'8x4 Iwsc" 15 "as 12x12 3wcd 9 14, 3' both duct G O to roof cap511d14Lo-; w/fan lA 250 16x16 a 6mRM a 14' r "* rag 8x4 lwcd 3r• lOx6 lwcd 5 4' f<J 70 iLJ 1 6' 24xl8 a fy vwAS W0424 As OPT_ FIRFPI ACT f-C Maw Vew ' 7' 91 _ +wft•,iw«1 t1 2x12 rag r 42X42 ABC SLAB 160 BY BLDR MIN 12x6lwcd 2-CM WAM 2' FROM WALL N scale d/8'=l'O' fte 2.5 TEN W/IOKW 2240V 1PH an 18x1O pten platform by bldr ELQOR PLAN 15' X 7' OLH.OL Must have a minimum cteo.rance of 4 inches around the air handler per the State Energy code. Alt duct has an r=6 insulatiort value. U) m z O_ N Oj o W LU Q o 0 00 0 0 X 0 Lf X LlJ WJ c::) o ED I-- L1J 0 zn U ~ LJ El U :K: CO > Rating z O m w z6Q D J O Q af CO fL i (!) 0 Cl 0/ ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN VINDOW FLANGE WOOD BUCK a STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) ui DOW 1EIGHT) CAULK BETWEEN WINDOW FLANGE a PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APR V' D. EOL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS a a CAULK BETWEEN B.W. 1-I/4' MIN. WOOD BUCK & (BUCK WIDTH) EMBEDMENT MAS-Y. OPENING INSTALLATION ANCHORBYOTHERS ONE BY WOOD 3/16' DIA. TAPCON D BUCK BY OTHERS 1-1/4' MIN. c EMBEDMENT INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D. I/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL BY OTHERS NOTES: SECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR, MAX. ALLOWABLE SHIM STACK TO BE 1/4"- D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICON(ZED 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 SHIM AS REO'D. RIGID VINYL 1/4' MAX. SEE NOTES) GLAZING BEAD TYPJ GLASS _ TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ( /\ SE61ES SINGLE HUNCS. L M11) WHERE WINUOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE 810 SCREWS OF VIEWED FROM EXTERIORSUFFICIENTLENGTHTQ.ACHIEVE 1-3/8' MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. W.W. WINDOW WIDTH) SECTION g-B W.W. STU 0 BY OTHERS AN C I- i O PERIMETER 1 CAULK BY OTHERS CAULK BETWEEN WOOD BUCK 8 MAS'Y.. OPENING BY OTHERS CONCRETE OR MASONRY OPEWNG BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 4 1 PSF TO 7OPSFSIZESIZE 12 18 1/8 x 25 6 6 F.G F,G 13 18 1/8 x 37 3/6 8 6 F,G F,G 14 18 1/8 x 49 5/8 8 6 F.G F,G 145 18 1/8 x 55 1/4 8 8 F.G F.G 15 18 1/8 x 62 8 e F.G F.G 16 18 7/8 X 71 8 B F,G F,G,H1 17 18 1/8 x 83 8 8 F,G F,G.J,K 1H2 25 1/2 X 25 8 8 F,G F,G IH3 25 1/2 X 37 3/8 6 8 F.G F,G 1H4 25 1/2 X 49 5/8 8 e F.G F,G,H! IH45 25 1/2 X 55 1/4 B 8 F,G F,G,H,1 IH5 25 1/2 X 62 6 6 F.G F,G,H.1 TH6 25 1/2 x 71 6 B F,G F•G•H•1 1N7 25 1/2 X 83 8 8 F,G,J,K F,G.J.K 30 1/2 x 26 29 1/2 X 25 8 8 8 B F,G f,. 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 t F,G F.GH'I301/2 x 50 5/8 29 1/2 X 49 5/8 B F,G F,G,H,1301/2 x 56 1/4 29 1/2 X 55 1/4 8 8 F.G F,G,H.i 30 1/2 x 63 30 1/2 x 72 29 1/2 X 62 29 1/2 x 71 8 8 B 8 F.G.H.1 F,G,H,1 30 1 2 x 84 29 1/2 x 83 6 8 F,G.J.K F,G.J,K 22 36 X 25 8 8 6 8 F,G F.G2336x373/8 8 8 F,G F,G,H12436X495/8 6 6 F,G F,G.H,1245 25 36 X 55 1/4 36 X 62 e 8 F,G,H,i F,G H,1 46 36 X 71 B 8 F,G,H,1 O.E,F,G.H,1 27 36 x 83 6 8 F,G,J,K F.,G.H,I.J,K 42 x 26 41 X 25 B B 8 8 F,G F,G,Hj 42 x 38 3/8 41 x 37 3/8 8 6 F,G F,G,H,1 42 x 50 5/8 41 X 49 5/8 B 8 F,G,H 1 F,G,H.I 42 x 56 1/4 41 X 55 1/4 8 e F,G,H,I D,E,F,G,H.142x63 42 x 72 41 X 62 41 x 71 8 6 F,G,H.t D,E,F,G,H,1 42 x 84 41 X 83 8 6 F,G,J.K F,G.H,I,J.K 48 x 26 47 X 25 8 A,C F,G F,G F,GH,I 48 x 38 3/8 47 x 37 3/8 8 B A,C A.0 F,G F,G.H,I 48 x 50 5/8 47 X 49 5/8 8 A.0 F,G,H,1 F.G,H,1 48 x 56 1/4 48 x 63 47 X 55 1/4 47 x 62 8 A,C F,G.H,I O,EF,G H.1 48 x 72 47 x 71 B A.0 F,G,H,I D.E.F,G.H,1 48 x 84 47 X 83 FGJK OEFGHIJK 32 52 1/8 X 25 6 A,C F,G F,G F,G F.G.H,1 33 34 52 1/8 x 37 3/8 52 1/8 X 49 5/8 8 8 A,C A,C F,G,H,I F,G.H.I 345 52 1/8 x 55 I/4 8 A,C F,G.H,I O.E.F.G.H.i 35 52 1/8 x 62 6 A,C F,G,H.1 D,E.F,G.H.I 36 52 1/8 X 71 8 A,C F,G.H.l D,E,F.G,H,1 37 52 1/8 X 83 6 A,C F,G.J.K D.E,F.G.J.K,J,K 37 SIZE NOT AVAILABLE IN 1000 OP. 1500 SERIES- FLORIDA EXTRUDERS INTERNATIONAL. I SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL, DUNG FLANGE WINDO14S - SERIES 1000 I500 & 2000 DRAWN BY: B B APPROVED BY: 41, DATE: I 0 / 09 / O l SCALE: N T S - DWG.: FLEX 0016 ooce,ocn ov. oonn,irT- a soo,trAwiir ekrxj::AIN(:. INr.. 250 INTERNATIONAL PKY., SUITE 250, HEATHROW. FLORtOk 32746—PHONE 407 805-0365 FAX 407 8G5-0366 110 C H. JF ME ( Yt'.J 3^ S.P. JAM :TYr:) I X 2 X /8 l ;T N A= ii`G SM t e S'A ri 5 t - aoP°,l` J SMIS Ci0Ili S,H. ICCIC S :H. iAM3 {T'':'F,'J nJ x ifL 1 APPIKE )SiS i` SEA, AN rBETWEENWINkJW • DANGES MULLION 48 X I-i/? SELF A.PF dG SuS J1 _ri—ice ( S1 X ?/2 GCE !4= L_Inw TAPPING SIMS 4 SEALANT BETWEENFLANGES S Mt -LION 2 X i /2 SELF Ar?1-N-G, SMS ink S.I-l: - JAMB 'TYp>) 4 L= Iy i#S Xi -i./ SELF TAr `tt, SMS X 2 Y ?/8 TUCK- VLf j :CIS`: 2 Y. ii 2 S_' 7'A: Czi4G SMS r vE4 J"S x - - _:6 x 3 3 = LJ? Sc: . Ar I jlj Cjdc c - _ A` B (TY-.) 8 X .-I/2 SEL- - SEALAN" RETWFEN TAL,.P:N* SMS WINrLd tl ANGE S t(LL 7,01N u7 1-t/2 AEI - - AFF,NS sms s X 3 X 2 fS ,fig u E MUN LION p .0. F,-Nr W i 00 e 1-j iCK Ey I-4ERS i 1 /=' M1N: V _ i C_ 4 iAFPllNG S FS SEALS.,iT BET'lW-c E€V s P9vLLI"N i !It A f ! i A 3Ma t if'•, Ei i S X if? SELh i(EWE_ = Sv A E i-1 FF"OR FLORIDA EXTRUDERS INTERNATIONAL, SANFORD, FLORIDADA I fl MULL i r_ 0 ri~ R om`, i jTF- SHEET ~ L -2r OR LDS T - SSURF CAPAC I T i rs DRAWN HY: M S 1 APPROVED BY: TAli ! Ty + .: A_ iLLi"V vCiM1iC'ttiE t r-`+.1 Alp . _ r th ,` . __ i .: _iE Nv:u st t-L WHLRE t X I" 7iler i'. AI M KNSTALLATION ANCHOR f DZTA. TAr -1trufy S_ t L .r. CIF 1 1/ 4' MIN, STI By 0 HERS O i t t 7 j 1 ( o E SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'O'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING is 1 ii 1 f,*', wi::i J.li :- -_ •.i .. ii ., Ell u p uDERS tt_ SLIDING GLASS DOOR FRAME SILL D a d n D LIBERALLY APPLY CAULKING UNDER SILL INSTALLATION ANCHOR x8 SCREW TWO BY WOOD BY OTHERS r 1/4' MAX. SHIM SPACE 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENT d n 1-1/4' MIN. D OR SET SILL IN BED — INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -A a— DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE TWO BY WOOD 1-1/6 MIN. BY OTHERS EMBEDMENT SLIDING GLASS HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 8 SCREW STUCCO OR SIDING BY OTHER EXTERIOR ELEVATION 2 PANEL DOOR SHOWN 12002 CAULK BETWEEN DOOR FLANGE SHEATHING SHEATHING BY OTHERS TEMPERED C TYP.) S SLIDING GL..__ . INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL v009 RS kULK BETWEEN 3OK STRIP L iEATHING 1-1/8' MIN. EMBEDMENT NOTES= 1) DOOR MATERIAL ALUMINUM ALLOY 6063. 2) n8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN- EMBEDMENT OF 1-1/8- INTO WOOD_ TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF I-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 L JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT 1S APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. I1) SHIM AS REO'D. AT EA. SET OF INSTALLATION ANCHORS, MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'X- REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION SECTIONS 'A -A', 'B-B' L 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 EXTRUDERSFLORIDAINT. INC. SANFORD Ft_. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: ATE: 12/17/4I SCALE: NTS IDWGfLEX0ii21 SHT i OF O.H. GARAGE DFP- WIND LOADS BASIC WIND SPEED = W MP34. (FASTEST MILE) 110 MiP)-I. (3 SECOND GUST) WIND IMPORTANCE FACTOR 10 WIND EXPOSURE CATEGORY B APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0.I8 INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS 42 , -18 PSF ROOFS =20 , -70 PSF 30 P5F AT OVERHANGS) PLAN: 1692 VANGUARD/FOX & JACOB ORLANDO DIVISION GENERAL NOTES SHEET INDEX A 1. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK, SHEET NO. SHEET NAME 2, ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL C - COVER SHEETBETHERESPONSIBILITYOFTHESUB -CONTRACTORS, EACH 5UB-CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER Al - FOUNDATION PLAN, WALL OUE5TIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 3. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE SECTIONS, FOUNDATION DETAILS 200E FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, A2 - FLOOR PLAN, INTER. ELEVATIONS COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAW5, REGULATION5 AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK_ A3 - EXTERIOR ELEVATIONS, ROOF TRUSS 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND LAYOUT (A3-B.1: 'B' GABLE DETAILS) PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE A3.1 - STRAPPING SCHEDULE OF WORK. A4 - ELECTRICAL PLAN, ELECTRICAL 5. ALL 54"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0', RISER, PLUMBING RISEREXCEPTFORTHESIDEANDREAREXTERIORELEVATIONSWHICHARE DRAWN TO 1/5' = 1'-0". ALL I-IXI1 PLANS ARE DRAWN TO THE SCALE A5 PRECAST LINTEL PLAN1/5" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-0". A5.1 PRECAST LINTEL LOAD TABLES Si STRUCTURAL DETAILS S2 STRUCTURAL DETAILS ENGINEERED BY: OX& ACO ENGIN ERINOFOX & JACOBS ERIGI VEEFitlVG HOMES 4 WAW W 0 0 U) W 0O U O J revdan ang.ee,: K d—k d W_ aww dA: 01-22-M sheep C of. FIBERSLA66 FIBERjLA6S SHINGLES SHINGLES OVER OVER W FELT OVER W PELT OVER V16- lA6. ODD, OR 1?1 Cox OSD. OR to, COX WOOD TIWIISSI SR.h ~. WOOD TPWJ58E8 STRAPPED R.y N9lIL. STRAPPED AS SWOWN AS 6NWN ON TRIES ON TRJOS LAYOUT LAYOUT DO PT. OVER DOCDR V2' ORYWALI DO P.T. OVER Ix8 OR CONT. AUIt FASCIA CDR OVER CONT OVER 7X6 SU MFAEGIA Of DO DRYWALL OVER VENTEDSUWAC GENT. ALIT'tpqq OVER VENTED SOFFIT Vr DRYWALL CONT. ALUM VENTED SOFFIT R. INSULATION LINTEL BLOCK YV OVER DO RWWIWIN;r OVER R-5 SUL. LINTEL BLOCK W S BAR 1 • S BAR P)ECABT WITH (U • S r1ASO RY FINISH OVER WWOO LIMIT WEN 6 FT IT GREATER 3Ul- CONC. SLAB W CPU BLOCK WGS DOWELS FIBEMEBH OVER 6 _ . SHOWN LOCATIONS 3tl- CON- SLAB W PRECAST PTO: VAPOR BARRIER ON FOUNDATION PLAN FIBER:IE6H OVER 6 CONC SILL OVER TER•YTE-TREATED. MIL VAPOR BARRIER MASONRY FINISH OVER WELL C0MPACTEO FILL O.0 OVER TEI.'1IM-TREATED. CJU CrU CLOCK UMS DOWELS WELL C4Cf1PACTED FILL . 8HOW4 LOCATIONS ON FOUNDATION PLAN 3-I . 3-. 7• s BARS 4 16• 7• s B AW WALL SECTION 0 NM1NOOW: CMU-ONE STORY WA WALL SECTION. CMU-ONE STORY -MONOLITHIC WALL SEGTIONS: MONOLITHIC, 37- CONC. SLAB WFIBERI'1ESM 3`ry' . e,AB W FIBEI:IESM NOW LOAD EN— . W410OVERbMIL1 • S REBAR CONT. FIBEFIVIESW OVER VAPOR BARRIER OVER 6 MIL VAPOR BARRIER OVER TREATED OVER TREATED COMPACTED FILL 3h- CONC- SLAB 0COMPACTEDFILL s. UU S 1 • 5 REBAR CONY. "LVAPOR BARRIU Fe. 9 LINTEL W) OVER TERa1.TE•TRM5 CON7. GRADE WELL COMPACTEDL RAVEVERTICALREBARL SEEPL.aN 7 ' S BAR9 @MONOLITHIC SLAB -CMU THICKENED __SLAB NON BEARING DEPRESSED SLAB SINGLE COURSE ONE STORY O 0 ENTRY CONC. PATIOS O NON BEARING ® GARAGE LINTEL 5 HORIL BAR CHAIR BLOCK CHAIR BLOCK UNDER FRAME ANGHnF2AbF TAPCON: CORNER BAR W/ 670. MOON . 5 BAR a y COMC FILLED TOP COURSE W• 5 L BR LINTEL BEAM REINFORCING BLOCK TO EXT. FRAME 5HEAR STRENGTH X CONNECTION ( TYP. SPACING) TAPGON: 3A6- . o- oc EXP- BMT:Ia• . A6• or- J- BOLT: Vr . b- oc. X TEST REPORT • 60-700601 PFI FESSIAUL SERVICE IWSTIZEs1NGSEE rTfi SPECS. FOR ENT SIZES 4 TECHIACAL rY IFOR•IATIONN •.• I I EXPANSION BOLTS: RANl. S 91EAR STRENGTH AI' NCHOR ANCHOR LKiINEIGHT D1A E7'IDEOrEM HOLLOW BLOCK 3A6' 1 S46 LBS. V4' 1. IBM LB6 PRORIGT LOOA DEnN ALLAMIJAM PULLOUT SHEAR RAPE.- 00L 6NA 23- V2-T61 LDS. 023r1'165 La& RAF' t-BOL V- V2-IB9 I.M. 29M LDS. MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RESIST A 100 NPIU LOAD DESIGN VALL PRESSURE T = 22 PSF MAXIOIN ALLOWABLE TENSION ON HOLLOW COWL UN17S IS 25 P.S.H. - AC -I. 531 TABLE 10.1 SECTION PROPERTIES 8' PARTIALLY GROUTED WALL - 95.43' o1ASONARY STRUCTURES AC.1.) N = 1.1 /8. S = V.L.LX12/ SXT = 95.43 . t = 10.4 FT. USE 8'-,V NORM SPACING - 9'-4• CEILING FAX CFS = 1.3 USE 6'-V HERTZ. SPACING - IC-V TO Ir-8' CEILING FAT USE 6'-V HERTZ. SPACING - Ir-8• TO 16' CEILING MAX I ADD LINTEL V/ cO 05 CUNT- 19'-4' HGT_ C•/- W) DETAIL DENOTES PPE PA86RN THROUGH DETAIL DENOTES PIPE STEM WALL PASSING THRCUG 1 FOOTING SLEEVE SMALL BE GROl1TED SOLID 2 St2E6 LARGER THAN SLEEVE SMALL BE AI= PIPE- PIPE PASSI1 TMROIGH 7 SIZES LAW5ER SLEEVE THAN PIPE PASSING THROUGH Y- - 1 THIDCpNED SLAB DOER BEE FOUNDATION FLMI FOR IEBAIR OUIMRITY / S REEIAR WITHIN FOOTING OF 25- P•C SPLICE OVERLAP N4/ cONCJETE FooTEle SEE FOUNDATION PLAN FOR S12EY TYPICAL FOOTI? Cs DETAIL NALL 5ECTION5: MONOLITHIC 6'- S•)C6' 'X4' CO/aC. PATIO PdT10 R.R AV •. J I <'- 10 6.-2. 0. D .0' b'-6• 4--5• 4'•d- i I 7r.1' B'-S PREOAST S6D. TR °•L gLD I n'-7 yr m I 4 I 9 m i IJ. 9 I I II Ir II i II IFEMFLR1eIIIIe c I I I III Ilyia 1 I L G I fill I FOUNDATION SLAB NOTE: 1 3 1/2' GONG. SLAB .'FI5ERMESM I OVER 6 MIL VAPOR BARRIER ON C IIICLEAN. WELL COMPACTED TERMITE- RESISTANT TREATED FILL OR - 1 i RECRUIT 2- SYSTEM (TYP I o I A I I IIIa o I I Tm 3 5• ., 1 Z _ I I I C z i 1GAR/CLRR 1 5 I • I b01II I - ooel I I7d-0• 1 ENTRY FER a5ut 1 RL DETAIL SHEETIV. B' @ILY) T--r GIx J,• ice% 7 W 16E70 Ai (/RAPE DtA)R r- Ne1• _ w•-ND' FOUNDATION SCALE A V•. P-O• THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 110 MPH 3 SECOND GUST VIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2M EDITION. RVIRRICANE ENGINEERING 407) 774-9003 TALC (40» 774-6477 P: O. 8011 16/613 A.TM ONIE SPRI CS• FL 32714 TH( WA6 A ANDER9d1 PE/ Q89 J Q UaZW z 1- LLJ UZ00 — Q .I— O 0 J 0 jQZOI. L O LL evisanl: dl— Dr d.W d..lIp d d1.d by..ww d. W: 01-2241 Sheet: Al Of: UIboao^ PATIO aa 3 OI] L1 0 V) n • is I E a FB t/ eli3Q owia 5F A91 :a :rt ;nCo z Or O en3Wvas. i e 9 i - U Q a ui ^ v KITCHEN A KITCHEN B SCALE- s'•r-®• SCALE-'ti'•r•o- Z WAN ems OVI.vYIR N00 NN t ^ / 6 L- // o LL LU oc - e o LL WeE1To _ WI.VMR M1 VA030 N 6 O12° AD) N , J O_ BATH C BATH D i ,_ N `u ry SCALE- It*.r-41• SCALE- %,.r-v, @ _ a y r y,e w A S T A '— VI N INTF IfsORElEVATION5 ? SCALE - V4• .r-v 431 Fa 3$ 3Esab iD i. `; LEGEND r — ' TnTTrffM TIE BENS • D•-O• AFF. C N zF, LL s s NOTE: ALL MEPWR lKL3 TO BE 3 VP Q 2IM.ES6 07 ERM NOW. - t1 EciTOTE: ELEVATCH •A•SNOLI S a3 N s P a S SQ. FT. CALCULATIONS iff LIVMG 1692 ss € s: eLA" co EWW 36 NOTE: s Fg } oTla:R ® SEE FOINDATION PLAN 5 uYeOARAGE O FOR FILLED CELL LOACTION Ne TOTAL AR:A — tNOER ROOF ml 0 PATq- :-:: • 4 V 1 ALL STRUCTURAL WOOD HEADERS TO BE DOUBLE 2" X 10" UNLESS TOTAL AREA'; - _ 71G1 I NOTED OTHERWISE FL OOR PLAN d , WALE a Yr. r-®" d.eaed by. ew o dab: 01-22-01 sheet: ENGINEERING ,e/9 A2 on m-ami an hart "-am 9 20, PAL a M683 AWOL% WMCI, R WN more a orerr R/ mw % Of-. 3'-O• Q'-O• T1'-fr• S'-7• Ib'-9• 9 SH-25 m SH-25 EGRESS Se1ie 6068 S.G.D. raUT Ipe KITCHEN hL sw f 4•-O V7' 3'-T' r 5'- r-4• M. BEDRM uw eT yen nae rPAT I c rme b• OMmOP vanl ee r RJT f aETraLI QW.I.G. I CaIrET ' L-- raAT--- I•N r1 - T-b' 7wA 13'-< 71D' a GREAT RM uwcr 7>r• r lur aElelatL O O r qAr 10'-9' 3._0•. 3'-7' alas 5'• tn• 3'•T' r_®. 7'-O• 10'•Y' ae c aver e++ao V Iwa mas •we e+cLD At MTroal m i• xs, FOYER M.. O T71G ACCEDE valTl LOCATEOJ rlurNOTE. AIR IA/OLER TO WAVE . nl1. Or • CLEARANCE ON ALL SIDES AFii ENCLOSURE SPACE T, SMALL 3obe BEDRM '321/-2 cala^Er r PLAT GAR GARAGE car_ sw rw EGRESS DBL-25 f t+21/ -29) t5• x • Otl0. \ r-o• tb•-m• r-47 3•-0• 3•-O• r-o• r•o- Jd-O• 6'-O• M'•p• 4p-O• to CTI ELEVATI I li 11 11 11 11 - ==- _ - • 11 _ 11 ===_ - ___ _ - _ _= == == == =_==== === -_ - ___- _ __ _- . 11 !1 - -_ - --- --- --- - - ---- ====== ==im11 !I r 11 11 11MEMO11 Ii !1 IN 11 m_1 III : , ... _-=_ = _ ==_ =_==- ====_ =-===-==-==-==-==_ ==___ ___ ___ _ _ „ 11 N - - LAYCUTS - - I - 1 I i. Of IV'M 04EATUM OVEt SEE MAILN6 JOEW BAOWAL Y( (" Isd MAILS l' BRACE TO EXTEND AT LEAST W% OF IEB LVW TU (SEE TAME) 74 PAWL MOCKNG . Y' OC- TOR THE (A) ROtD OF TTRIBSES FROM EA END TYPICAL ATTACLED W( (7) I6d TOEMAILS GTPTIL" WALL BOA 7.8 P.T. LE A SECTION VIS' OSD OR IO' CDX 7.4 DUAG. BRACE . AS' OG w 14) IOd NAILS . EA ETD FIRST TMV BATS GAME TRr,S IOd NALO . A' OL DOUBLE LNTEL . GABLE END W/ (W 9 N EACH CORSE WY X N IIEOGE ANC.ORS 77' 01C 1) -5 VERT. BAR SEE FOUNDATION PLAN FOR EXACT LOCATIOMW GABLE END BRACING DUAL WAD SPEED IM PV'K MEAN WALL TEIG&IT UP TO W-O- 7.4 LEDGER TOMATCUT DOTTOr1 CNOTD SLOPE CP SCUSEOR TRUSS ].t BLOCK NG . AS' OG ATTACH TOOEB6 IMM CLUSTERS OF (7) ION NAILS .TAT ACMETFIOdNAILSOr- V TYPIA' OC. CAIL GAME TRUSS WED C SECTION 6NGLE L'BRACE DE TqL t LEDGER TO MATCH BOTTOM NA MOCKSy.. A6. OG C+OFD SLOPE OF SCISSOR 7RAS ATTACH 6 NTH CLUSTERS TOSEB•L• DR.ACE OF (]/ IOd NAILS ATTACIED W( IOd NAILS AOC- TYPICAL GABLE TRUSS UFO BSECTION OOIJDLE Z' BRACE DETAIL KISSNIL SPRUCE ORBETTERSVVFSOMAISY-O' Oc- ORAC16 • A'- O' 7 ATERAL hASPRUCEBETTER1?' C. ATTACH ( 7) Wd TOEMALO LATERAL BRACES . WMOG 'D' I77ACN (]116dT00" STRAP TU°E AS• OCJ ION MAILS 4TIftRM—GABLEOd MAILS . A- OC. A• CC. Y`IOd NAILS . a• OC.7.N DOUBLE LNIEL F GABLE EMIR EACM COURSE 74 DR'TWALL MAILERDOUBLE74 TOP PLATE VERY. BAR SEE PLAN FOR LOCATION) TYPICAL GABLE ATTACHMENT TYPICAL GABLE ATTACHMENT TO CONCRETE END BALL TO WOOD FRAMING END WALL MMOTFy THIS UASTALLATOM IS N ADDITIW TO WM THIS MTALLATION IS N ADDITION TO DRACN:i REO{RBEMS Oi rPIU S FIANFACTUMN BRACEE. REgRETMOS OF TRUSS MW WiACTUIER BRACM REOU E34ENTS SSW SI' ACSQ. LEI t• . KALE CD 2. 4 l' No" GD 2. 4 L' OIMCE Q7 2. 6 I ORACE I -I O'-O" - f'-S- f'-S- - O'-P' O'-OO' - N•-5- q'-v - DT-6' 24' 1 Pi' - W-P I Y-o- - 6--ir 6--IO' - O'-q" 9--II' - R'-$' Rjgl 'L' BRACE T16T EXTEM AT LEAST SO6 OF WIS LENSMT HRICAME ENGINEERING T7.+ R6 oft"" ?A-"" F.S.. ORYNS NJIWII E W ONS, R Y)R 00.0 A r0e®T RE -we t] g e I 8 E3v' a2T-i zelO s E CV gs j O 8 } S aJ€ Ire Asa TreesgTdST- Nbarn 6Y dRr b_I dledleA 6' Ir aT+w bM: m- aoT 5tmet A3- B. 1 OF: A Yf oo a CAA Q m J e JltafnOQ, 0 O a n m" I o m x Q O^ov Z N `^ m 0 O a a C UT o o. O& W 5-T AFFI 5CH 54 067PULI' IFS®N 0 W PRODUCT COMPLIANCE UPLIFTDMAX.N LO UDDFt_/SYBP) C'3 Z_ H 7 iFEiY- Fa< E:2p aZF N N, g3 g€ W sf ill, by_.d i a,-22-0, sheet l 2 ZO94 A3.1 ou I DESCRIPTION FASTENERS SPF A META{8 CONCRETE STRAP SBGGI 1E603 f) I !4-iOdxl.S",(2) I 10-I6d 1500 14g5 B H5 HURRICANE CLIP NER LOAD TABLE MODEL 102 TIT7 E TOR 1 I RANGE 40ATW 10p00 7 I DRYER 30 5b00 pEF8fA5FER 70A Ij00 1 F RATOR 70A 540 1 1 D15POS& MA VP F) 540 1 1 U451ER 70A VP 12 600 7 7 91ALL APPLMI CE 70A UP D 30M b b WERAL Lr4ff l'a bA UP w 60M 1 1 GARAGE DOOR OPE ER bA UP 14 600 1 6 PADDLE FANS (Ib) 6A W w500 S>8-TOTAL (WATTS) 30380 I AL 10jV00 U4775 AT 1001E 100M WATTS R.EMANDER 40% 8,67 WATTS AC, 30M UATTS 30M WATTS TOTAL 71J57-740 ULATTS TOTAL LOAD A" 88)3 ALES SERVICE SIZE 60 AreS TO PPL I692 ELECT 2 / 0 SER CABLE ELECTRICAL LEGEND 9 DUPLEX REC. EA IST FAN 9 730 VOLT REC. am DETECTOR 9 WATER PROOF REC.. 5 VKE DETECTOR qML MMINT) 9 GN3ROIFA ILT REC, 1 PMO E U 7ELEVOCH Q1- I 15 SUMMED REC. MTKN BOX 1 - DISCONNECT FLUORESCENTFIX Q FLOOR OUTLET 11--Si TRACK LIGMN6 3 SWITCH b' 3 NAT SWITCH FLOOD LIG1R 6 4 WAY SWITCH WAND. D. CEILN6 FIX f]- POWER BUTTION RECESSED LvattT s DOOR BELL RECESSED LIGM (VAPOR PROOF) CEl ri FAN PRE9/IZE RECESSED LIGM MYEBALL) O ELECT PANEL IL Iv a aW n RANGE 8/3 W0S 150 A MLO DRYER 10/3 W9 PANEL SMALL APP. 12n UM 04BARECID. LIGHTING CIR 14/24 W9 8' GROUND ROD RISER DIAGRAM / 150 A 4 WIRE SERVICE r V.TR I v)' Wit C4>m wyr K& LAY IvP r 1VP 3' SIC 3' 7' r r To r v.TRLAVIyr 1- WIL 7 r 3' w- A6 1692 PLUMBiW.3RISER o". AS tlXJ1ID1 6. ELECTRICAL SCALE . v4• .Y-c NOTE: SEE ATTACHED I VAC FOR CORRECT PLAN: DO NOT USE WVAC LAYOUT ON TEAS SHEET. WNRICA' NE ENGINEERING IA 901 MMU ^MOM VMML Tl 39M TAO" it Awoo" / b 4*0 LL Zw15 j 0- W r U U Z w m U U iWWa AST-tRET'C1692 LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L 1 17'-4' 8F12-IB/1T ALLIED LINTEL: A-13 L 2 7'-6' 8F16-1B/IT ALLIED LINTEL: A-5 L 3 7'-6' 8F16-1B/IT ALLIED LINTEL= A-5 L 4 4'-6' 8F16-OB/1T ALLIED LINTEL: A-3 L 5 4'-6- 8F16-OB/IT ALLIED LINTEL: A-3 L 6 7'-6' 8F16-IB/IT ALLIED LINTEL: A-5 L 7 4'-6- 8F16-OB/IT ALLIED LINTEL: A-3 L 8 4-6' 8F16-OB/IT ALLIED LINTEL; A-3 L 9 4'-6' 8F16-0B/IT ALLIED LINTEL: A-3 L 10 4'-4' 8RF14-08/IT ALLIED LINTEL A-3 LINTEL SECTIONS S REBAR AT TOP wl f0 REOV 1- v CLEAR CJIUL e- r. t • A Z 1IE9AR AT BOTTOM iCFLNTELCAVITYBF 16 - 0 B / 1 T °OTTaT'E- s/e•AC PROVIDED N LNTEL e NOMNAL IIDTH (VARIES) i . FILLED WTM COWLIT / 11 . ViILLED OWWTITT OF -5 REBAR AT f BOTTOM OF LNTEL CANTT 8F16- IB/IT LQ) ANRTT OF s RED. AR AT TOP LOPINALMEI[NT NCPYiAL Y.DTI4 TYPE DESIGNATION 1692 LINTEL DIAL. SCALE: N.T.S. tRR/' 411f" 31NEERING G Q C9 Q W z J FT szL€ al: LLL g = w -! W ass Q gl Q s 0rn EiL 2 NOTES: I I CAST-CRETE SAFE LOAD TABLES MATERIALS l FOR GRAVITY. UPLIFT & LATERAL LOADS I- Vc precast lintels = 3500 psi 2 f'c prestressed lintels = 6000 psL 3. F'c grout = 3000 psi w/ noxnun 3/8' aggregate. 4. Concrete nosonry (nuts (CHU) per ASTM C90 w/ nirunvn net area compressive strength = 1900 psi. 5. Reber provided in precast Intel per ASTM A615GR60. Field rebor per ASTH A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade270lowrelaxation. 7 7/32 wire per ASTM A510. 8- Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide Full mortar head and bed joints. Z. Shore fitted tntels as required. 3 Installation of lintel must comply with the orchitectureland/or structural drawings. 4 Lntets are monufact(4red with 5-1/2' long notches at the ends to acconnodate vertical cell reinforcing and grouting 5 All tntels meet or exceed L/360 vertical deflection, except lintels17'-4' Dino longer with a nominal height of 8' meet or exceed L/180. 6 Bottom field added rebor to be located at the bottonoftheIntelcovity. 7 7/32' diameter .ire stirrups are welded to the bottom steel For mechonical anchorage. 8. Cast-n-ptace concrete nay be provided in composite lintel in liev of concrete mosonry uruts- y Safe load ratings based on rational design analysis perACI318andAC 530 SAFE LOAD TABLE NOTES I- Alt values based on minimum 4' bearing. Exception: Safe loads for unfilie lintels must be reduced by 207. if bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on 8' nominal bearing. 2. MR, = Not Rated. 3. Safe toads ore total superimposed allowable load on the section speciFi 4. Safe loods based on grade 40 or grade 60 field rebor. 5. Additional laterot load capacity can be obtained by the designer by providing addional reinforced masonry above the precast Intel. 6. One 07 rebor ray be substituted for two 45 rebors in 8' lintels only. 7. The designer nay evaluate concentrated loads from the safe load table by Cotculoting the maximum resisting moment and shear at d-oway From face of support. 6. For composite Intel heights not shown, use safe load Fran next lower 9. All safe foods in units of pounds per linear foot. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY TrPELENGTH wK wN4 ww- wN- tF t!- T6-1 4-4- (52') PRECAST 1597 3057 29M 3954 9n 5W 68M 1409 1827 3.12 49M 6472 79.7 9016 M70 4-6' (54') PRECAST t357 1449 27W Z714 3600 4467 3375 62641702341Z99Z647279479.16 LIDO?/ 5'-8' (68') PRECAST 785 ev a R50 20'.i0 75 3505115E216207464721460395'-t0'l7a') PRECAST 735 779 1449 1924 76 335Z205138112M50641I6'-8' 8a') PRECAST 822907 1677 293E 2576 72 45222977MZ6W111' 7'-6' 90') PRECAST 5 761 F377 Z252 958 944. 34397" 1377 Z3292+ ST329'-B' I16')PRECAST 37I 934 1253 1971 614 Is% 2t79 95 2075 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL TYPELENGTH w4-n wo-n oin-n W Wlt 22-t 2<-1 ww34-n BRrb ws-zm r-z u-z rw-z zz-z zs-. sz B4l4 52') PRECAST IZ.4 1573 2413 3269 1I2 1 4967 1 5825 93Z 972 IZ44 1519 2339 3176 000 1 4050 1 5696 54')PRECAST 1192 1507 Z311 3121 3937 1 4756 1 5577 853 653 11% 1455 2240 3076 3037 4613 5.53 d. (68') PRECAST qe4" 1172 1795 Z423 3055 3689 4325 5" 501 924 1132 17.1 ZM7 Z978 60E3 4Z30 70') PRECAST 996. 1138 174Z 2352 2965 3581 199 69 469 9% to" 1690 ZZ98 2991 3.97 166 80') PRECAST 779 1513 20.2 Z573 31197 36.2 Yt0077914" 1987 Z509 3035 3563 s (90') PRECAST 688 13Z5 100 2200 Z757 32276806'97 002 176Z 2225 Z6907I57( Il6'YPRECAST 533. 909 1121 1413 1704I995516- 533 on 1369 1728 2889 2.50 iREDUCE VALUE BY 15Z FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY T:PEITN B<0 0 0 20- 8118 tern stz-e w-n z9-t 2.-t zs-e 72-1 2-il(M)PRCAST W2 7166 31.77 6039 WM 0472 11936 M M.1"72 F1936 2302 37760 6 7315 9630 997 36 607 7563'-6'(42')PRECA$T 0w 910.72 t1936 4- 0' (48') PRECASTy z3zs 24% 3467 4438 3410 6304 7359 z6w 73 6079 7526 9eo. 0.7z it936 i'- 6't5<'3 PRECAST 1651 1797 1913 M57 3"3 41•9 4696 5644 21784027603975269004047Z96" 5'- 4' <64•) PRECAST U8<. IZ23 130 Win rn7 2026 3336 3946 1661 2889 i U57 69% 5.00 W4 7450 5•- 10'(Ar) PRECAST 972 099 05s 1474 1909 23" Z721 307 14" Z464 4144 5459 4437 5289 6122 6'- 6'(78')PRECAST q37 1Z55 ZNR 3M3 Z746 3356 A71 4505 t251ZM33% 5260 704 099E 6090 7'- G'(90')PRECAST 767 1029 1675 Z395 F994 2439 29% 3333 029 1675 260 3939 55% 661E 5047 9'- 4'(II2')PRECAST 573 63Z 0.9 1469' t20 Me 1754 2027 768R12M925443.69 4030 3127 10'- 6'(k26') PRECAST 456 82 82 n25 91s Ue2 IR9 Ism 656 W¢S 1514 208E Z774 3130 2.W tit'-<' C13b'7 PRECAST t45 590 9n 1365 1054 Z355 1793 2975 5% 9n 1365 05. Z..1 3155 4044 12'- CX144') PRECAST 414 5.5 964 125. t609 297. 1570 819 555 064 R54 t693 ZZI1 2932 n% 13'- 4[160") PRECAST 362 s27 7M We 1331 1635 12Z4 1.19 405 7.8 1976 1-30 I855 2343 29M 4'- O'(166') PRECAST 338 391 6.8 919 1190 146Z 087 R" 55 700 093 1335 1714 215E el 6 14'- er(176')PRCSTRESSE KR. wR IN 0 III 1R Ke tit y1 765 1379 2045 M19 3e85 3765 15'- 4-(194•) PRES THE SSE N.R. IR 1R I01 W IR 101 we 4Ze 695 1250 11155 Z379 2090 340 17'- 4'QW)PRESTRESSE N.R. 1R to 1R I HO IR W No 310 530 9s0 1400 1900 2Z00 2600 I9'- 4'<232'>PRES/RfSSE I MR. W MR we W IN W to 2- 0 400 750 1090 1400 1720 Z030 21- 4'(ZW)oRES IRESSE N.R. It NR I'mto F tit 03 330 Mo 9.0 Ow" 17M 210 2'- O'(M4')PRES74CSSC NR W NR W W we MR me 160 300 570 070 t250 W60 I970 24'- 0•(288•)PRESTRESSE N.R. IQ I4( It4 W IR IR tit t3D I Z40 1 .70 729 0J0 1350 160 8" PRECAST & PRESTRESSED U-LINTELS UPLIFT LATERAL TYPE LENGTHeF9- lt Ir9Z-I WI&-Ir 20-IT 24-1 1 R-1 m LIB Bra-2 12-2 K-Zr 20-2 2.-2 Z0-Z 32-2 Z'- 10'(34') PRECAST 2727 Z0711 1 410 1 5332 65" MI 2021 2021 2727279479813190W77630BB573'- 6'(42')PRECAST ZPfS 2289 3260 277 5219 6204 719Z 125T 1257 216E 2215 3765 g5 3071 6061 7036 4'- O'c18'>PRECAST 076 1909 2032 36M 45V 5M7 6245 938 938 187019Q1273035834QZ526461104'- 6'(54') PRECAST 16" 062 2507 3257 400 4767 552S 727 727 I"ll I70s 2435 3t71 3%3 4658 5406 5'- 1`(64')PRECAS7 L793. 14W Zt0 Z741 nn 400 6.8 505 505 11931437Me26793293392045-9 5'- 10'(70') PRECAST F272. 1327 I'M2=5 3004 3665 247 4is 418 127Z131E107EZ4413N0350E41576'- 6'(78')PRECAST 1141. 1200 1733 2250 Z769 32" 7012 707 887 INLkIO2t6042192Z70332f637327'- 6' (90') PRECAST 959. Z 1475 19t4 2354 z797 3Z40 591 657 990T02914661907Z351279732459'- 4'(112-)PRECAST M. 612 900 1M9 660 1852 ZI44 454 630 set 755 Ir92 twe r90 2271 2634 10'- 6'(126') PRECAST 90 793 W27 Ml 94% 9731 3% 93 716 611 1039 L09 1711 2034 Z359 11-- 4'(136') PRECAST W' 39 696 899 1104 LW 1515 363 556 446 sin 903 t295 is" 0% 2190 12'- C'(144') PRECAST 607. w 631 et6 ION a' U72 3.0 94 631 86 e0 1z99 1514 17" 2086 13- 4[160') PRECAST 500. 3.8 532 686 6-1 1 1t13 Z 398 573960ZW0413671637097I4'- o'ttb8') PRECAST 59. 3I6 93 635 779 W 1065 286 360 54637962992212541567191614'- 9•(I76'>PRESTRCSSEO Z43 295 459 5% 7Z4 957 9% 357 Z43 352 582 85Z 1156 µ91 17.2 IS'- 4[184')PRESiRE SSEO2M Z70 430 553 677 8N 925 NR. 327 2203295427% W72 t38t 1676 17'- 4'(208•)PRESTRESSE too 236 361 464 567 679 774 NR. 255 IB92764% 6" 07. UZI 1389 19'- 4•(232')PRESTRE SSE 165 207 313 4N 578 667 N.R. 204 1652393835507369.0 It" ZI'- 4'(256')PRESTRESSE N5 196 Z79 756 37 512 5" N.R. 172 N2212336477din0079972Z'- 0[264')PRESTRESSE N0 we 266 343 418 493 569 NR. 16l 137M3224576077719.7 24'- 0[289'7PRESTRESSE R7 165 2+4 712 300 447 5T5 N.R. 135 It. I% 2% 4l6 579 680 073 REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR NOTES: I ALLIED LINTEL TABLES MATERIALS & INSTALLATION 1. rebor in precast lintel GR60 per ASTM A6 2- rebor in poured bean GR40 per ASTM A61'. 3. F•c for precast lintels=4000psi 4. F'c For field concrete=3000psi 5. concrete masonry units per ASTM C-90 mortar per ASTN C270 tyype N or S 6. calculations by: Richard a Newnan, P.E., Riddle - Newnan Engineering Inc. 7. shore aIt composite tntels 4' (IC. S. all composite beans calculated with 195 in top of been 9. safe loads based on naninol 8' bearing W minimum). to. all loods shown in pounds per linear foo tl. For lengthes not listed use next longer length for safe load FIELD REBAR 5GR40 o C" Ll. l 4 QCONCRETE FILL pFIELD REBAR SQAGR 40 7 r 1- 5,/8'ACTUAL ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 9'x9" UNFILLED9'x9' FILLED9'XI2' FILLED5'X16" FREEDI'XZo' FILLED9')t2e FILLEDI'X28' FILLED8"X32' FILLEDA - I 2110' 6549 6257 10125 12000 12001) 12000 12000 12000 A- 2 3.6• 3638 3858 5237 8552 11440 t2000 12000 12000 A- 3 4'6' 2081 1974 3367 4616 6186 7269 8601 9924 A- 4 5110' 1128 Isla 2483 3336 3913 4637 5350 A- 5 7'6' 902 1844 2542 3294 4029 4790 5522 A- 6 9'4• 656 IIl2 1534 1994 2436 2902 3346 A- 7 10-6• 489 847 1170 1522 1857 2217 2556 A- 8 I1'4' 502 r48 1125 1530 2002 2931 3309 A- 9 Ins• 421 900 IZ24 1604 2360 2721 A- 10 13'4' 393 774 1053 1381 2024 234tA-1114'0, 342 690 938 1233 r;41908 2"1 A- 12 l4'e' 308 334 618 842 Has 1624 1979 A- 13 t7.4' 272 285 436 61t 808 1188 1380 A- 14 lY4' 250 395 4% 850 I138 1698 19M A- 15 20'0' 225 365 473 784 1052 1300 1570 1 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" UNTEL5 LINTEL NO. LENGTH UNFILLED FILLED FILLED I FILLEDFILLED FILLED FILLED O FILLEDOU FILLED A - I 2'18' 30% 3150 9194 loom 10000 10000 10000 10000 4408 A- 2 3'6' 1835 1876 5445 loom 10000 loow loom 10000 259e A- 3 4'6' lots 1051 4224 59M 8203 9440 10000 10000 1415 A- 4 5110' 575 603 2380 3319 43W 5303 6766 7849 777 A- 5 7.6' 345 370 1421 1978 2552 3514 3667 46W 661 A- 6 74' 228 1 252 12% 1665 2059 2542 2947 423 A- 7 10'6' 185 Z09 1049 1341 1662 2025 329 A- 8 tl'4' 303 333 917 1170 1452 175t 211e8 451 A- 9 le 247 282 r473 760 1 IZ32 t 95 7 A- 10 13'4' 253 253 703 892 1109 1 A- 11 14'V 225 324 652 824 toes it 1 288 2 l4 s' l91 Z18 s42 609 769 955 it I2803 t7.4- U5 253 351 483 605 755 842 9744 t19'4' t84 214 300 420 525 657 715 2135 20'0' 174 203 2% 405 504 630 600 786 19s W W 2 U) W Z I dwslgrn4d t7 ti aa. n ly- dam. des" aedkw or.. 4.4w 641e: 01-224t sheet. A5. 1 OT: BLOCKMKs REdARED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48' O.C. REMAINDER TO BE BLOCKED AT SW OZ. OR RAT RLML . FASTENRNG: FASTEN FLOOR SHEATHMG TO FRAPlWa W/ 8d C9"10N5 OR 8d HOT DIPPED GALVANIZED NAILS • THE FOLLCWW5 SPACWNG. 1) 6' ON CENTER AT ALL PANEL EDGE FRAMIWI 7) 12' ON CENTER AT ALL INTERMEDIATE FRAMING FLOOR FRAMING SHOM • 24'O.c BLOCKING 0 48" O/C MAX, IN FIRST THREE FRAMING SPACES t 96" O.C. THEREFORE - FLOOR BRACING AT ENDWALLS NOTE•F A BLOCKED DtAPWIRACGT ZONE 16 CALLED FOR CH ROOF PLAN PROVIDE. 7x4 BLOCKING • ALL PLYIIWOOD PANEL EDGES c NAILS • 4' OC, FOR BLOCKED DIAPNRAGM7 ZONE Sd NAILS AT 6' OC OR Sd NAILS AT 4. OC, OR E(iIALNALENT FC IALIVALENT PN4EMATIC PNAEMViTIC NAIL AT NAIL 4T SUPPORTED EDGE6 0 PPORREO EDGES AND AND BLOCKING AND O. OL. IT' OC, FIELD FOR 071ER FIELD FOR SHADED AIREAS ` AREAS OF ROOF OF ROOF 7A6. 050 SWEATWW ' OR I17' COX TIP. _ ON 9 cl ROOF SHEATHING NAILING RSN - ---.-- PATERN DETAIL P7. 7X6 UV UO' DIA ,'J' BOLTS • AS' MAX WV 6' MIDI EMBED. (TYPJ YBE-1 I u 111 11-111 tr- -1 I I P.T. 7X4 FILLER CUTNAILED WV 6-I0d HAILS P.T. 7X6 WV V7' DAM •r BOLTS 46" MAX of 6' MN EMBED. (TYPJ DETAIL: TYPICAL JAMB FASTENING @ OVERHEAD GARAGE DOOR SCALE= NITS. I NAIL INTO 7 NAILS INTO TOPPLATE fTOPPLATE PRE ENGWEERED WOOD FLOOR TRNU95 74. or_, 4•-0' O• WF IVAVd MAILS WALL STUD& ! HEADER ROIF FRAMING MEMBER SEE CGNNECTOR CHART SGEDULE FOR TRIGS STRAPS) DOUBLE TOP RATE W** OSB OR COX EXTERIOR SIEATMNN'G MAILED UN Wd GALV. A' OC. EDGES AND 4' OC, FIELD XP.T. WALL STUD UP L-7' OIA, ANCHOR BOLTS TO BLOCK 1617' DIA x S' ANCHOR ENM75 EMBED 61 "IN. INTO FOUNDATION UP 7'x7-.W WASWERRS. LOCATED WTIAI 6' OF EACH END AND 37' OC. MAX EL6EW-ERE CF WALL N HEADER 97Up 2.4 P.T. BOTTOM PLATE V' STRAP EVERT OTHER 97Up TYR FRAMING I CONNECTIONS FOR OPENINGS CEILING BEYOND 1A6. 058 DOUBLE TOP PLATE OR t/71 COX M'-0- NAIL SPAC TTT NTEREDIAIE 4' 4- FRALING w5 EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL TOP MATE P'IOE-BGIEERED SOD UNCOIL TR IAS T4' 7X- SLOCCW OC. MAX AT MIDSPAN r. T SPACS43 FOR WT. vpwLFRAMEWALL 7X P.T. BOTTOMPLATE ANSIPN ORTOENAILFLO ANCHORAGE TRSS TO TOP PLATE WV 0 3r OC. POW NALIS 7)W cm SIDE VON THE OUTER DETAIL.- INTERIOR WEARING WALL W/ NO UPLIFT WOOD TRUSS STRAPPED AS 5W106N C" TRUSS, LAYOUT 7X- BLOOKNG AT MIDWAN 16, Oc STDSPACIG FOR INT. BRi. Rtu"69LL iPLATE AN610TI 4 OTHE STUD TOP BOTTOM) VJ-ow EMT. BOLTS • 3r OC FR STRAPPING IN WALL BLOCKING SEE GABLE END DETAIL 7x4 STUDS AT 16' OC. MAX SIMPSOV LSTA 30 AT LEADER liff-111ALL REINFORCING ElNTIR'T SEE PLAN 9111-SCH SPA J N' AMCNOR BOLTS ENTRY FRAMING DETAIL RI.1 STRAPPED AS TRJ96 LANOUT 7-7X4 TOP PLATE TOCJMI 7.4 STUDS R6. OC MATE ANCHOR@) EVERY OTHER STUD (TIP. STUD BOTTOM) to, xS' EXPANSION BOLT46* OC WALL T05LAB 0. KW FRAMING__de.-STRAPPING KNEEWAIL_OVER CMU. 2m ESE REQUIREMENTS APPLY WEN DOH DOOR MAWFACTURER5 FASTENING ETHOV S NOT 5PECFIE0. PT W( BIIOC4 FOR ORbOit4 AD DOORS IJ VIAL WV )OS DIA OR HEAVER POWER NAILS S' OAC AND 3' MAX FROM ENDS TIP. UV r rut BIBEDMEWT INTO BLOOC 7J ALSO ADD 3A6. 01A. SELF TAPPING CONC. ANCHORS iMR1 WINDOWIF DOOR FILE EKGUT (S) NCUES FROM ENDS MAX AND FORTY (40) NOES MAX_ ON CENTER W r MK ETIBEDMENT INTO BLOCK ATTAC34 WINDOW TO BUCt WW 90 SPNRBI S MAX S- DIG AND MAX Sr OJC AND MAX P OJG FROM ENDS. PT 7X BUCKS FOR WIDOIS AND DOOR4 IILTERJATFJ U INSTALL 3/I6' DIAMETER SELF TAPPING CON- ANCHORS EGHT (S) NCWES MAX FROM ENDS AND 74' ON CENTER MAX W r MN EMBED. INTO BLOCK FASTEN UI•DOWDOOR TO PF BUCKS WITH 90 SCREW G' OAC MAX AND MAXSr FROM ETOS WW r MN EMBED. INTO CLOCK TYPICAL BLOCK OPENING DETAIL FOR PF 00% FASTBSCG AD 35w ""w WOOD TRS5 STRAPPED AS SMOI N ON TRSS LAYOUT - 777X- Top PLATE - ON 7X0 WEAVER FOR 4'-6' MAX OPERONG, DEL. 7XIO HEADER FOR V-r ZX- ISI AT MID -SPAN W,' OC- STUD SPACW FOR MT. BRCa FRAME VIALL HATE ANCHOR EVERT EVERT OTHER STD (TYPJ CTAUGIDi BOLT d/ lUlOIOAGE 4- OG nG. A,iFRAMING & STRAPPING: -_ oFMuINTERIOR BEARING WALL 0 DOOR ENERAL NOTES GENERAL t LIVE LOADS: ROOF: 70pNr FLOM. AglF STAIR 40p f 7. WIND SPEED W-ph 3- 9-t* 3. ALL R71a• TO BE N ACCORDANCE MTM T1E FBG 7001 CHAPTER 16- 4. ONLY WRITTEN CI-IANGE6APPROVED BY THE ENGINEER SHALL Be PEN14TTED. CONCRETE :- t ALL WORK, TO BE N STRICT ACCORDANCE WITH TIE ACI 30 7. MIX DESKIf CRRERLA• ALL CONCRETE TYPE I PORTLdD CEMENT. (ASM C MOT C0MPRES6NVE STORD4 TH 4 70 DAYS SHALL BE 75CO p!W FOR SLIIB6 Ala - AND 3000 0 EL15" 1 A2+01LMAXPyI 1LLATER-CEMENT RAT1p BY W_IGMY FOLLOW9s SPECIFIED MCN-AIR AIR COMPRESSIVE ENTRAINED ENTRAINED STROM TH rpN7 CONCRETE CONCRETE 7500 0bl 0.54 3000 096 0.A6 SUMP- 5LA8 OH GRADE 5' OTHER 5' WATER - POTABLE CWLC* VM - NONE 3. PROVIDE NOAIAL UEKGWT ACGIREGATES N COYF'LIA W-E WITU TWE RECUIREMENTS OF ASM C 33. 4. FIBEPWESM FOR SLAB TO BE AT A RATIO CF 75 LBSJYARD. FOUNDATION5 - t FOOTINS DESIGN BASED CH TINMMM ALLOWABLE SOIL BEARING PRESSURE OF 7000 pr. 7. F FOOTING ELEVATION OCCURS N 016TUREIEDOOTABLE OR W5WA49LE TWE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER MIS NSTRICTIONS. 3. PREPARATION OF TWE SIBGRADE TO FOLLOW RECOTENDATIOINS AS OUTLINED N THE GEOTECFRNGL REPORT. 'bOL• 4. STEPS N WALL FOOTINGS SHALL NOT EXCEED A SLOPE O ( 1) VERTICAL TO (71 MORWZONTAIL- 5. CAUTION SHALL BE USED OEM OPER.ATW VIBRATORY COMPACTION EOLPMENT NEAR EXISTING STRUCTURES 70 AVOID TIE. R15K OF DAMAGE TO TWE STRICTURE. MA50NRY: I. OESKGL MATERIAL AND W0RQ7AMW5NP SMALL BE N ACCORDANCE UNTH THE ACI STANDARD BULDIG COVE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 9130/ACM 530) 7, CELLS INDICATED TO BE FILLED SMALL BE GROUTED WITH 3000 Fsf CONCRETE. (6' TO 10' SLUMP) 3, PROVIDE 75' LAP FOR STEEL • ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF SMEAR WALLS AND UNDER CONCENTRATED LOADS SMALL C0WAN VERTICAL REINR-0RCIG AND SMALL BE FILLED WITH CONCRETE- 5, C W-RRETEBLOCKS SMALL CONFORM TO ASM C-90 (70 DAY 5TRE14GIU 7000 pl9) M-B00 PW.. LAD IN RUNNING BOND. 6. MORTAR SHALL BE TYPE M 1. ALL RE -OARS SMALL 13E GRADE 40 UNLESS UND. WOOD : L ALL WOOD FRAMWNG AND PRE-ENGNEERRED WOOD TRUSSES SHALL BE DE6KGED. DETAILED. AND FABRICATED N AGCORDMICE WITH TWE PROCEDURES AND REOIAR@7FMS OUTLINED N TWE LATEST EDITION OF TWE NATIONAL DESIGN SPECFfCATIONS FOR WOOD CONSTRUCTION 7,. THE UDDD TRUDGES SHALL BE SIZED AND DETAILED TO FIT TWE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SMALL BE N ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIUGED AND APPROVED BY TIE BULDW CODE. DE51GN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO SE SUBMITTED TO T E ENGINEER FOR APPROVAL. 3. PERIAENT BRRDGW PERPENDICULAR TO TWE SPAN OF THE TRUSSES SMALL BE PROVIDED AS RECURED BY TWE TRU156 MANFACTURER TFW06 MAWI FACTUIRER SMALL PROVIDE STATEMENT TWAT BOTTOM CHORD OF ROOF TRUS5E5 ARE BRACED DURING UPLIFT CONDITKK A- FOR 6TRRUCTURAL UMBER, PROVIDE TWE FOLLOWING GRADE AND SPECIES , SOUTMERN PIE SURFACES DRY USED AT PA MAX M. C, GRADE NDJ OR SPRKE PINE FIR SCUTM GRADE N07 5,. PROVIDE GALVANIZED METAL WAGERS AND FRAMW ANCHORS OF TWE GWZE AND TYPE RECCITBCDED BY TO ErtANFACTU RER FOR EACH U9E HCLUDI $ RECOMNFJDED NAL6. (NUG1E9 CONNECTORS OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SMALL BE A MINIMUM O• L7' DIAMETER AND 6' N LEW 7H (AGM A-301) WTH MN 1 14' DfArt WA3f-ERUND PROVIDE FRAMW. MEMBERS OF SIZES AND OF 5PAC6YG8 SMORK OR F NOT SUMK COMPLY WITM LIMUTW STUD IEIGMTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORM a ANCHOR AND NALW AS SWMK AND TO COMPLY WITH TWE RECCMT BLED HALING SC1EPM;E FROM TWE STANDARD BULONG CODE, LATEST EDITION 5. ROOF SWEATH- Y. IA&' 096 OR IJ7' COX SEE DRAWINGS FOR MAILW PATTERNS. VERIFICATION OF FIELD CONDITIONS : L CONTRACTOR SHALL VERIFY ALL FIELD CONDTTICHS AND pNpNSION9 RELATIVE TO SAME. WERE T1EM AVE CONLICTS BETWEEN ACTUAL FIELD CODITIONS AND DATA PRESENTED N T1E DRARMIGS SUCM COWOTTION6 SMALL 15E CALLED TO TWE AR6111TECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE PER NO 06TRlCTO 5. 7. FOR ANDMOR BOLTS USE HUCGES OR EQUIVALENT (A-36 OR A-301 STEEL.) 3. PROVIDE 7X4 BLOCKW ON ALL SIDES OF TIE RIDGE VENTS WITH Sd MAL$ AT 4' CN CENTER 7X - TOP PLATE 1 NOW OF: 7X4 BROOCH MADE CARNETTAL FRAME WALL O BLOOKM BETE9ISTDGtIETA - TIP- BAR TOP Sam( WLsP• N i3 M N F<< s€ dc O 8€ s G 16y sa3E E' tEevisiona: alb ba.. I by: d-4a 19. dam-. 0I42aT Sheet_ S1 of w E PIED ITN FLOOR PLAIT 6- ANCMOR BOLT 1 — LNTEL REAM C------ ul - 5 BAIT Imo— CPU WALL NTT- BE HAFG PER PLAN OR OR MBH MASONRY BEAM HANGER 3 v)• C-N- SLAB UNFIBEIRESM OVER 6 MIL• VAPOR BARRIER OVER TREATED WOOD POST COrFACTED FILL PER RAN 7 OR OR tf , * , - " --- >Z-" --, - ® E FLOOR PLAN) GRADE 7 ' s REBIIRS RTK HICK_ENED_SLAB _AT EARING PORCH POST FIBERGLAS6OMNCiESOVER 6' FEL OVER U OOD TRUSSES STRAPPED AS SMOWN ON TRAS LATOUT DO P.T. OVER MS CDR OVER 7X6 3/S- RGUL SAUN PM SUBFASCIA OR 1/)' EXT- GRADE R CONY- ALUYL ORT7UILL VENTED SOFFIT SEE RR PLAN/ DBL ?X6 &EAOER FOR STRAF1 FOR W-6• MA'x OFFING• OBL. 7XID LEADER FOR 5'-Y 3 1A• CON- SLAB MAX OPENNC UNO. vwmERESM ON WOOD POST CLEA C OOrPAGTED PER FLOOR PLAN FILL IV PIONOLITOC dRAFPED W/STUCCO FTC- Ud 7 ' 5 BARS OR®OR® SEE FLOOR PCAN FOR POST SIZE SECTION @ COVERED PORCH TYPICAL STUCZRSMFN(ALTERNATE ?-OD STRAP TIES R/S CEDAR IOFNM) fORE EACM SIDE) POST PER FLOOR PLAN EE FLOP7R PLAN CONNG SLAB FOR POST SIZE EPP ELEVATION-_®_ REAR _PORCH POST_ MONOLITHIC DETAILS SIMILAR OSB SHEATIJW 7x4 CONTINUOUS 16' O/C 0EA, SIDE ITTPJ 1/16- ash OR Ia• Cox SADDLE 7a BL4OpCNG • CONT. 7X TRUSS T c\EA. SbE (TTPJ OE PEP15ER Uy4 \ GABLE 10d NAILS EA COLT, 7x4 NAIL TOO TN315S fTErSER ROOF TRFj6 GHt 16- SOLD ROOF TRL4S O66 OR V)• Cox FRAMING SEC7lON THRU CHIMNEYCHINTERIORCHIMNEYH BCD kNTERIOR CHIMNEY DETAILS UPLIFT I IF NTS16 MR IN HAMS NK I (F 31 FRIK TRUSS STRAPS TO PE•V.T. TAPCDA TT) CM FANWACTUtER SRIPM EACH STRAP) EACH SCRAP) O-7A 1 7 732-1460 2 7 4 F AN •A• STRAP IS MISPLACED OR FOR3OT791 AFTER THE PORNC OF T E LNTEL BEAM AT TOP OF CrW WALL T16" A WR IP6CN r7TSU6 CM( BE SISSRTUTED FOR EACH MISOED -A• STRAP (TTP- UONJ SECUREPLEASE EA01 MTSW STRAP FOLL04NC. UE ATTACHED TABLE AND ACGORpiK TO TIE UPLFT SMOUN FRONT TIE TRUSS rUMUFACARER *STALL ALL TAFCOIS INTM I-Vr MN E"BED. LNIA BEAM IV (U -3 CONT- SrPDLN r7Tb16 ATTACH TAPCONS EVERT OTMM MOLE NOTE, TAMO NS ONIMILD BE *STALLED N STRICT ACCORDANCE WITH TIE MANFAC71RER6 IECO1'pDAT1Otl MS MTSSEO A STR)tP DETAlL PROVIDE 20 Go. GALV- FLAOMM FOR TRUSS TO 6R ON Crw T1EM ED FILLED CELLS CAN BE REPAIRED BY EPa" GROUTNCa (U -5 REBAR (SEE EPDXY PROPERTIES AND SPECFCA.TIONS • CON-RESIVE LKM LPL OR EQNVALENT -) NTO BOND BEAM AND NTO THE FOOTNG FOR ALL FILLED CELLS SWIMN ON PLANS MR NOT FILLED N THE FIELD PROVIDE 6- M!L EMBED. 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