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139 Bristol Forest Trl - BR04-002353 -SFR
PERM,k)RE5 48r tOl 1;ltaft 7XJ:S CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR 3"i"Majuv : S MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISI C.S 0r' r l PERMIT # DATE'/ ; PERMIT DESCRIPTION = , PERMIT VALUATION SQUARE FOOTAGE City of Sanford Certificateof Occupancy This is to certify that the building located at 179 Bristol Forest Trl for which permit number 04-2353 was issued and has been completed according to the plans and specifications filed in the permit, to wit a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Building: B. Oden 02/ 15/05 Engineering: D. Richards 02/16/05 Public Works: J. Crumpton 02/18/05 Utilities: R. Blake 02/16/05 Fire Department: Zoning: Centex Homes Property Owner Conditions (if blank, no conditions apply) Yon ',®02/ 21/05 Building Official Date CERTIFICATEOF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family**** DATE: 02/ PERMIT : 04 ADDRESS: 179 Bristol Forest Trl CONTRACTOR: Centex PHONE #: Grey 407-466-8067 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. U. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated.' ngineerin 17 D Fire Public Works DZoning OUtilit es Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family**** 02/14/05 ; 04-2353 179 Bristol Forest Trl Centex Greg 407-466-8067 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire ublic Worksop 18 10S• Y []Zoning Utilities . Licensing r r CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECI.I N; a New Single Family**** f t wa t 1 I I 1 DATE: 02/14/0 PERMIT #• 04-2353 n....r..+r..nr.... \ t ka. r< F, 1 ADDRESS: 179 Bristol Forest Trl CONTRACTOR: Centex 1- 4Cr PHONE #: Greg, 407-466 8067 0 ' O MUIM 1 1.1 I. The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering D Fire OPublic Works < 17Zoning tilit esZD Licensin CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD A Address Misc. Information Inquiry 2/16/05 07:59:58 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description 248155 22.19.30.502-0000-0530 179 BRISTOL FOREST TR PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information PRESERVE AT LAKE MONROE LOT 53************* SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2353 PD 6-24-04 SEE REC #6977 3/4"WA METER SET FEE $190.00 PD 6-24-04 REC#6958 F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200E i 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 179 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 53, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: C1 GPS (Type): or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION CITY OF SANFORD 120294 I SEMINOLE I FLORIDA B4. MAP AND PANEL 67. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREMSED DATE 68. FLOODZONE(S) Zone AO, use depth offlooding) 12117CO035 E 4I17195 4117195 X WA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (CPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3: a4 below according tothe building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D orSection 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 30.1 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. _ft.(m) o d) Attached garage (top ofslab) 14. 2ft.(m) o e) lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 14. 0 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 13.1 o g) Highest adjacent (finished) grade (HAG) 13. 6 ft.(m) o h) No, of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 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 bepunishable 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. ORLANOO AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE 17 A -A DATE TELEPHONE 2M5 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, andlor Bldg, No.) OR P.O. ROUTE AND BOX NO. Policy Number 179 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjaoent grade. (Use natural grade, if available). E3. For Building Diagrams 6Z with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For lone 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 E for ZoneA (withouta FEMA-issued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law orordinance 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 Secticm C was taken from otherdocumentation 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 ofthe elevation data in the Comments area below.) G2. A community official completed Saction E for a building located in Zone A (without a FEMA-issued orcommunity -issued BFE) or Zone 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) ofthe building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE TURF DATE COMMENTS Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions AS RECORDED IN PLAT BOOK GRAPHIC SCALE 0 15 30 FLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 53, PRESERVE AT LAKE MONROE 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 71.06' N00.06'39"W 11 10' WALL AND LANDSCAPE EASEMENT FENCE IS 0.2' OFF FENCE IS 1 6' cow I 3 T 0.4' OFF _________._____ FND I/2" IRON ROD L@ ryG390 '1 SURVEY CLOSURE ONE_____-- , Tr10 to IROrI ROD 02/07%05) POL 66.27' \ ID (02/o7/O5) r-uL a/ _1-SOa'al'39'E I LOT 53 v 1 7.627 SOFT. i1 I 1 , 1 , 6' PLASTIC 6' PLASTIC 1II r''F - :6 I FENCE 7.3' FENCE -A49 40A' ,c 11.02'08 n L= 33. 71 ' N11 c: jA inCop'1 TWO STORY z R-17S.00' q C.TT ipgl CONCRETE BLOCK AND WOOD FRAME lion Km ZUCF3-S05`37'43"E U - gyp', J -' L1 RESIDENCE FINISHED FLOOR iZr 00 C=33.65' W yfY; ELEVATION=14.45 o W a LOT 52 N'11 LOT 54 '1 14 3' , ..: CO RED-`•`' ENTRT;: Fil m NOTE: ON LNE 1 r:.' rr.,19.3:.. an THE FINISHED FLOOR ELEVATION OF THIS y 3 nW STRUCTURE MEETS OR EXCEEDS THE N FENCE IS 0.3' OFF THE REQUIREMENTS SET FORTH IN THE 20.7 7.0' CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1 6.0,. <.' 1 CONCRETE' DRIVE'.: 1 N 1 1 IO' UTILITY'' I II EASEMENT. I 11.7 1 ,._.._. . _ 4 C/W '''-i:. WALK IS 3.6OFF WALK IS 1 0. 4' UFF S00.06'39"E I 11.58' I 1N89-53'Z1"E F._ G PTS00' 06'39"E 54163? 142. 09BRISTOL FOREST TRAIL a, 4' 55'-E 50' RIGHT-OF-WAY 1 EIU tCBo52RFOR THE BENEFIT AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC / NOTE: l/ PC 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 02-07-05. 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 PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAN. THC 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 NORTHERLY LINE OF LOT 53 FIELD DATE: SCALC: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM39667 DRAWN BY: REVISED: FINAL 02/ 07/05 RSC FORMBOARD 9- 16-04 CK8 PLOT PLAN 05/03/04 SOO LOT FIT 01-08-03 CKB LEGEND CENTERLINE RIGHT OF WAY LINE 1}1. 2a EXISTING ELEVATION OCONCRETE LD LICENSED BUSINESS LS LICF. rJSED SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FNO FOUND C/W COrJCP.ETC WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE St A@ C CHORD LFnIGTH PI< PARKER KALON R RADIUS Put] POIrIT OF CURVE SET 1/ 2" IRON ROD AND CAP 0/ LBN6393 (02/07/05) NAIL AND D15C QFI'IDLB #68 ( 02/07/05) FNO 1/ 2" IRON ROD AND CAP OO LB #6393 (02/07/05) CNA COPNER NOT AC_CF.SSIDLEnDCNOTES DELTA ANGLE L DEI JO TES ARC LENGTH C.B. DENOTES CHORD GEARING, PC DENOTES POINT OF CURVATURE PI DENOTES POINT Of INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT Of TANGENCY lYP TYPICAL A/C AIR CONDITIONER CBW COTCRETE BLOCK WALL RP RADIUS POINT CHU OVCRHCAD UTILITY LINE 10 IDEbITIFICATION POL POIrIT ON LINE FCC. POINT OF COMPOUND CURVE I HEREBY CERTIFY, IHAI IHIS BUUNUAHY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPLRS'N CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. AMERICAN SURVEYING & MAPPINGS CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 f FOR 1030 N. ORLANDO AVENUE, SUITE B THE FIRM WINTER PARK, FLORIDA 32789 (407) 426-7979 JAMES JAY JILES PSM #4997 DATE CITY OF SANFORD PERMIT APPLICATION Permit # : (` ^-- 1( tC r Date: Job Address: t"1 l` )( t `Qi C L , Lot #:? Description of Work: New Single Family Residence Historic District: Zoning: Value of Work: S 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: Construction Type: # of Stories: t # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel it Attach Proof of Ownership & Legal Description) Owners Name & Address: CentexHomes 385 Doudas 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements , FS 713. Signature of Owner/Agent Datei n ure of ractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Charles W. Cannon Pri Contractor/Agent's Name Si ature of Notary -State of Florida ate 1 / aa r k PFtTV' JCiA , A. K ADL.AC Contractor/Agent is X Personally n wom%,411,SION t` f t rt Produced ID T t xrttzt" "t``y` 't 4-'EC(? itat)'rAE Y FL Nc1nFv ti vf e R'xRrk^y. Ern: APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Personally Known to Me or Special Conditions: CITY OF SANFORD PERMIT APPLICATION Permit # : C '7 — 2 -? Job Address: Description of Work: Historic District: Date: d G.- /..,.tr- !i/ia.!lir'r•,v I' /' 3 o^r iv Value of Work: Permit Type: Building Electrical Mechanical Plumbing _}Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets_ Plumbing Repair — Residential or Commercial Occupancy Type: Residential / Commercial5 Industrial Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: K&CiatA.t1! State License Number. G?G f % Phone &Fax: i -2+ 5/, 'f'- S' `$' c'-..Contact Person: Phone: ;- 4/c{' ..y Bonding Company: Add ress: Mortgage Lender: Address: Arch itect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, 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 regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 ofthiscounty, 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 require en of Florida Lien La)W,FS 'Li3 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: initial & Date) Special Conditions: s Signgtur`Tof Notary -State of Florida fl -- <) c"', Date Date sueContractor/Age44L-a P 4ProducedfendedThruBudgetNoerySService$ Utilities: FD: Initial & Date) (initial & Date) (Initial & Date) J"ll IWTY I 11F.hl('11 V, 1, lyl I!:,/\ (-y . C: . C:. C:. C, ^,Y, 1::, IYI1::*kl*T' I- u I It::- Y'. V,V C, T W, C) 1::, 11 I.Y. - 7 eNn *7 X -,, C.) A _ // I O. q-,2 3, f-, -r -v v 1\1C4 1::,Jr.IVI1,Y* 1,11limR s I) TV f 7CIKII:::YI I1:;1CzY)II IIrim- eNA 30 L. 4 KE MOA1AAu4s 1, 1 A tyl r:. i. olj SIOA 71 A V,5 ;2000 1. 4 i H + T) + T T IIIATT R (-4TI:-- 1:!'I:: y V, V!,. It F:- T T C) A D 7 W.50 00 R Cl TAC1,0 w T 1) V., C) A 1) :,) A. $ CC) l 1 1::-, C r 0 1: 1%,IORTIA d w I j. t 1i 14 2 0 0 CIC) UJI, DE CIWT Unit. $ 154 00 1,5cl w NR4 00 A1101, WIT T)i It::, 00 C.' i KIAT I I PV 1-, Iy r t::'I I:: /.<';I::' l::'I" 'I' I\I'Y' I\I(.IYII:) .r/ ` 71, j, W A'Y'(*I I:*,- V A I::- C'-' I I, 1;:'A YO TCI 14, 1:* Cl 1: y T Tl,,I y('111P I TATVIJ TTY PITIF", R' l T.. All . T I IN!t -11 y . y C' 'C 'T'Y 1 V I V, f, 11 -,[ S:, ARI::* k I TIAT 51 T f:",Y, 6T 1,.:* lyl, 1::* 1.41, C)F. T) I I U-7Jj T) I.,.,^.Y^Y-4II:. CII:;, T f') CI P A k I IATf, 1-1 AKIY P, 1:F I rem C'III A*r,f nwc, (*11::, IA t::, lilt ' T, 14 1* W C% Al C:1,1 YN^ I::' TI I R I::' T) AT V Vil IT KICIT I 'y TAA 1::' P I1: :Ad Iril ICZY V) I INTY 1 6 KI T) C, C) Y) P, TC'IeI:-" T) I I[::' , 1I::*C%Z,T,1::,Y) C Y, I C1, ^ KI 17 r) 1:;, Y) P'l I T F% A -,IT '". ...] - CIP f E., C) f11T) y (4 t::'Iy( A 1,1 Y} / C) 1:;' V.:- XI. I:;- f-, -I- q I::- Y) Y-4 yT) A V C-' KIfy FIR, Cl I::, 1:;"T, T F: I v Cif"FA it I T G:- INI I:.- 1 % I V, PKI T Kl C VM 111::,(:, C'. 0 It T) T.*41::, IY14T)P:, y . f . I T;jv I, Y, Y vt I I *r f I Y 1- W -, I:: cw:, 1% 1C, * T, 1, (1 I-%l I, C, I I H' 11-1ZC%I 1,1\1\1 I,Y) FIWI V V41 I'Vi n1,10fl- C. t*.:, C:. IYI 1-Y, 4, \V \VV w \Vw,4, ,v 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 MARYANNE MORWI CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05302 FIG 0340 CLERK' S # 20ID4073605 RECORDED @5/1P-/ 4 Qta:35:53 RN WIMRDIN8 FEES Ca. RECIRD0 BY L McKinley THE UNIJERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT 53 , PRESERVE AT LAKE in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 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 SHAPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 1,.185 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 S. Surety: N/A Amount of Bond: N/A 6. Lender: N/A MONROE Recorded dX43,31 7:1 7. Persons within the State ofFlorida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided ih 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. Aig# OFFICE MANAGER FORCENTEX HOMES, 313 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 12714 THE FOREOOINO INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS OF CIRCUIT COURI BY DEBRA A . RIGGS.. OFFICE MANAOBR CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION fM/ 2721 HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. a ( alz/l NOTARY PUBLIC JACKIE GAINES a u •,,. Gomm# D002S2902 aq`Yp1 Expires1f2112008 QF P?n did thrtl (800)432.4254 Florida Notary As"— u......u....,,,,........................ 2.. CITY OF SANFURD PERMIT APPLICATION — 1 Permit # : / - % ,, j Date: Job Address: / k5xmo C_. lJ11A'a,(2 Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING // aaHistoricDistrict: Q Zoning: Value of Work: S Ca• QU Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water C-LoseEsPlumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: A111109 Construction Type: # of Stories: 42- # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel #: 22— 19-30-502-0000— D 5-3 O (Attach Proof of Ownership & Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 t U/—UO1—Cl/U KJContractor Name & Address: PATRICK J . EN$ H ABOVE dI ` . a 6 `e er: CG C049689 Phone& Fax: 407-661-2176/661-408 Contact'erson: JACKIE CAINES Phone: 407-467-2643 Bonding Company: NA Address:_ Mortgage Lender. NA ' Address: Architect/ Engineer:HURRICANE ENGINES. 'ING Phase: 407-774-9003 Address: 1& 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that t will no ify t owner of theproperty of therequirements of FI rida L' n Law, FS 713. MAY yp f Signature of Owner/Agent Date Signature of C ntractod gent Date PAT , KN& GHT _ Print Owner/Agent's Name Prin Lntractortt gent's Name MAY 0 5 ?0011 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/ Agent is — Personally Known to Me or Produced I Contractor/ Agent is X X Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: 3 ;% ( Zoning: Initial & Date) (Initial & Date) Special Conditions: Utilities: FD: r•••••••• E4uival.dc.4l 441,,,•••' (initial & Date) KWSERLY A. BROW..........r Expires 3l29/2008 Bonded thru (800)432-4254 lor: tla Note.. . Inc CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centexhames.com SENUNOLE COUNTY BUILDING DEPARTMENT Effective immediately, and until further notice, this letter will stand as authorization for Nan Holmes, Jackie Caines or Mindy Holmes to sign permit applications and energy calculations for any lots owned by Centex Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license for the subdivision and lot specified below: Subdivision: PRESERVE AT LAKE MONROE Lot: '0 Patrick J. Knight CG C049689 STATE OF FLORIDA COUNTY OF SEMINOLE The following instrument was acknowledged before me this MAR 0 8 200 by Patrick J. Knight, Division President of Centex Real Estate Corporation, a Nevada Corporation, managing general partner of Centex Homes, a Nevada general partnership for and on behalf of said corporation. Patrick J. Knight is personally known to me and did not take an oath. Notary Public=State of Florida at Large Commission No.: My Commission Expires: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL q Back r' StmintAt County 4astard IFI.-12771 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market S3-SANFORD Parcel Id: 0000-030530 Tax District: WATERFRONT000- Number of Buildings: 0 RE DVDST 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: 179 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 53 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 urposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re web.seminole_county title?PARCEL=22193050200000530... 5/5/04 I U 4 0 6 City of Sanford Building Division Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector locatiou(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires ballroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. C. Frarning plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 1. Garages/Carports sq. ft. 2. Porches/Entrics sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Stricture 15" sq. ft. i. Total Gross Area sq. ft. Three (3) sets of completed Florida Energy Code Forms. Soil analysis and/or soil compaction report. if soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit_ d. Seminole County Road Impact fee statement_ e. Property ownership verification. f Driveway permit issued by City Engineering Department. 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 tinder city ordinances. Date MAY 5 04 Owner/Agent Signature t7v ;':. ... •.. .:.iy,r o.tt r•Y-n e,.aTt r qF mt,4' J:. r Ti .. .. _..... rFezrniiia•e<ttitcli=eg Electrical 1f.g 1lFL,a ,i o-las=,tsim FireS,tin}}e,/:Iart;1 flt„ r I Elvelhul; New Se, ,ict of AWE F €lati o 'F )xsr Chatsgc of So %nm&, Tere c e;rf Tto Aiei iaalrtic&t!r i3esidetatsal i as,-Fidcn ia3 I fNrart kl{ Zilats:, 9 ayats? c°rel Cklli tetl%rr,) F'( tl bita J New Curatnercisi of pi, s? of k'/Q:tcLzs Seayc: Lines s+ o' Cam: i Rrt ltartibfta / Neoy Residential: # of Vd t Clases`s plasmbing Repair— Rezi CLM62Jor Cap avvivEial Ocszpancy Type: Residential Con , rcial Ired t"ai 'd'olai Bgvare Footage: ~_.... Conetrvctiott Tyge. of Starr: << of Dareiiiag unity: IF W04 une: (FLIYLA ¢mteet r erfeed t(,r cHtttt:t tlla;cs: ) Pareel N: Ovyners Name At Address: Contractor Name c& Address: Phone & Fax: Bonding Company. Address Mortgage Lender - Address: Archilect/ Engineer ti. / ! f/. Jvb fSddre4' 0 - Ves cs`riptlen of Yyti rg:s j- *- 100ke vimit. ct: Wtacb Frq*f ofOrane."hip A I eps Deseriptiva) phone: A utni er ALW.. Thane: Application is hereby made to obtain a permt to do the evorl; and nstallations as mdirated. i cv-61yThai no veorlt or installation has _onunenr.ej prior u, the issuanceusae snit and that all work Nriil ba p-;fonTed to rneci Standards of all laxs regulating ecrostruction in this jurmdiction 1 unders-anci that a separatt permitND TI secured for ELECT R1CALWORD'., PLUMBlj 1G, SIGNIS, WELLS, LS, POrJ, FUtRt`NACF , BOILEC, HEATERS, Tfidq S, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the fomgoiag information is accu-cte and that all evork VAR be done in compliance uvieh all applicaH . i..w:. c j,d: ting coistuctior. and coning. WAP.NifjVG TO OWNER: YOUR FAILURE TO RECORs_'7, A I^lO IICEOF COIIKPI iCEMEIN TMIA .' RESUL i FN 't'( ) I YJ 1 /% ". b-,'G DICEFORIMPROVEMENTSTOYOURPROr"ERT'. CF YOURt t7rpTO OLTA IN FilWAfgCllt]G, CO ISUI T W1717H `IOUIR LENDER OP AN ATTORNEYBEFORERECOR-DING YOUR 1JCOOTICE OF kCAENCEIAENT. NOTICE: bi addition to the requirements of this permit, there may be additional restrictions this county, and there rmay be additional permits required from other governmental entities s Acceptance of permit is verification that I will notify the owner of the property of the re it Signature of Owner/Agent Date Pnnt Owner/ Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is _ Personalh Known toMe or Produced ID may be found m die purrlic resort: of CLS, Slate- 3gcnyr.;, ", I I, dr.t n l nLtncies. ofi A Lie Law, FS /G Stgitafure of Conezctor/ Agent Dat Rt>6,e t C P Contractor aeenl' s e y Sigmature of fro --- State of Honda Date Contractor/Act-: a Personal.. Known to Me or Produce" :,) MTLI( 41ION APPROVFD I3Y Bldg Toning L, :. I:D. Initial & Date) (Initialit, Date)-----^ It stial6 Dai: M{RINDA C ? i}RNER II Kij l J!tdi(iOny, —:'*ev 2 1 89c. CITY OF SANFORD PERMIT APPLICATION Permit # : C3 a 35 3 // e Date: ' t Job .Address: 179 6ri s To r / Gt re s / y ,qf7-(C r C Description of Work: S / <7!"Ii% e Historic District: Zoning: Value of Work: S 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: G ( Attach Proof of Ownership & Legal Description) Owners Name & Address: O r7 ey Ale me S 3 OS Aue Phone: VG—% , actor Name & Address: n Phone & Fax: 14 Q-] ;f :2 1 1 (4 C1 Contact Person: flooding Company: Address: Mortgage Lender: 5 serrx'r 4el LI &CI State Licensee Number: _ CFO aC3 T y alrry M"ray Phone: 4L J— Address: Architect/Engineer: Phone: address: Fax: _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS.. HEATERS, TANKS, and AIR CONDITIONERS. etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING l'WICE 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 requireme of Florida Lien Law. FS 713. — fL Signatureot'Owner,'Agent Date Signature nAtontract-or/Agent U Date Print Owner/Agent's Name Siumature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Blda: initial & Date) Special Conditions: Date Zoning: Prkit ContractaNA nt's Name r gn of• , 1SignatureofNotary -State lorida ace ContractorrAgent is — Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) 1.6' net Carttrtissta 12127120 uSz-1 Expires trough s Bonded A n..lnt: Florida Not ry ..... G t !yE 32A.i!4i..............u........... POWER OF ATTORNEY Date: I hereby name and appoint c to of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the Building Department for a LOW VOLTAGE permit For work performed at a location described as: Section Township Range Lot 5„_ Block Subdivision:— 1 6 51e L Address of Property) eX P o rh,t- Owner of Property) and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor V,/// Jy Signature of ified Contractor The foregoing instrument was acknowledge before me this day of Lc, By —'*Um I r-......a J o is pe,own to or who produced As id ation and who did not take oath. tity Commission Expires: State of Florida County of Notary GiE KN0 SE 9 R, x_ 12127 'J.. irs?ty ExP t@s Qon, thr I PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 53, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA GRAPHIC SCALE D 15 30 IMPERVIOUS CAI f:III ATIONS O Or ONI A LOT 53 CONTAINS 7627 SQUARE FEET # (LOT ONLY) THIS STRUCTURE CONTAINS 2000 SQUARE FEET # TOTAL CONCRETE 537 (WITHIN LOT ONLY) SQ. FT. # TOTAL SOD 5090 SO. FT. # PERCENT OF CONCRETE & STRUCTURE TO LOT 33% t SOIIARF rnn TArF? Aio M —00) LOT 53 UP TO CURB CONTAINS 8114 SQUARE FEET # THIS STRUCTURE CONTAINS 2000 SQUARE FEET # CONCRETE 850 SO. FL # INCLUDING (SIDEWALK/APRON) TOTAL SOD 5264 SQ. FT. # O A-=11'02'08" L=33.71' R=175.00' CB=S05*37'43"E C=33.65' BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES 71.06' N00'06'39"W 1 10' WALL AND LANDSCAPE EASEMENT i 1 1 1 I 1 I1I 1 I11 I 11 LOT 53' IIiDRAINAGETYPEA J xkl 0 g 1 LOT 54 CP W 7 I1I 7.2' 40.00' I Im ZPROPOSEDI;" 003514 -0 Im FINISHED FLOOR iz" (0 W ELEVA110Nm13.70 I C31 6 , (A. A/C t' O 4.3' N 5: COVERED [, - ENTRANCE I L l rri LOT 52 11 u 1 w1 I 1 0 1111 lJ i EASEMENT:;;.r:,:;:.; 1 00'06'39"E ZEN 20.7' IIII1 7.2' 1 N825002'I'E PI PTPT SOO'66'39"E J6.95' L-A42p9"' E BRISTOL FOREST TRAILR.t50.00 5 N' oC`pP,l B1387g4 5 50' RIGHT -Of -WAY C Pt0 t LEGEND PC --- BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POD POINT ON BOUNDARY 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 THE PROPOSED HOUSE, REFER TO HOUSE PLAN AND OPTIONLISTFORCONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSESONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT T14E LOCALF.E.M.A. AGENT FOR VERIFICATION. BEARINGS SHOWN HEREON ARE BASED ON TI-IE NORTHERLY LINE OF LOT 53 BEING S89'53'21"W PER PLAT. FIELD DATE:) REVISED: SCALE: I" = 30 FEET _ APPROVED BY: SJ JOB N0. ASM39667 PLOT PLAN 05/03/04 SOO DRAWN BY: LOr FIT 01-08-03 CKB CENTERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE XX PROPOSED ELEVATION OR OFFICIAL RECORD pD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE L DENOTES ARC LENGTHCONCRETEC.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 PT DENOTES POINT OF REVERSE CURVATURE ENOTES POINT Of TANGENCYPCPPERMANENTCONTROLPOINTTYPTYPCALP) PER PLAT A/C AIR CONDITIONERM) MEASURED COW CONCRETE BLOCK WALLFNOC/W FOUNDCONCRETE WALK RP RADIUS POINT S/W SIDEWALK CS CONCRETE SLAB C CONCRETE PAD C CHORD LENGTH PB PLAT BOOK S0. FT, SQUARE FEET R RADIUS NG NATURAL GRADE PGS PAGES R/W RIGHT-OF-WAY AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8p6393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE R. MUGCATELLO JR. PSM#4028 NO.425 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 35 LIdR 0 Builder CENTEX Address: /rf BRISTOL FOREST TRAIL Permitting Office. CITY OF SANFORD City, state- LAKE MONROE , FL Permit Number: C'y _ 1) k ri Owner. CENTEX HOMES Jurisdiction Number. 691500 Climate Zone- Central 1. New construction or existing New _ 12. Cooling systems 2- Singh farmly or multi -family Single family _ a- Central Unit Cap: 30.0 kBtu/hr3. Number ofunits, if rould-family t T SEER 12.10 4. Number of Bedrooms 6 i b. Ccutral Unit CCap: 36.0 kBtu/hr5. Is this a worst cast? Yes ` SEER 12.OS6. Conditioned floor area (it) 3515 fe c_ N/A 7. Glass area dt type a. Clear -single pane 418.0 ft _ 13. Heating systems b. Clear- double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 30.0 kl3hvbr C. Tintlotber SHGC - single pane 0.0 it= _ HSPF: 7.55 d. Timlother SHGC - double pane 0.0 ft' b. Electric Heat Pump Cap: 36.0 kBbAr8. Floor types HSPF_ 7.65 r A. Slab -On -Grade Edge Insulation R=0.0, 1620(p) ft c. N/A b. Raised Wood, Adjacent R=11.0, 450-Oft' C. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int lnsul, ]exterior R=4.1, 1038.6 W _ EF: 0.86b- Frame, Wood, Exterior R=11.0, 1405.0 fi= _ b. N/A e. Frame, Wood, Adjacent R=I IA, 208.0 ft' _ d. N/A c. Consetvation credits e. N/A HR-Heat recovery, Solar 10. Ceiling typ ^s DHP-Dedicated beat pump) a. Under Attic R=30.0, 1998A ftl- _ 15_ HVAC credits b. N/A CF-Ceiling fan CV - Cross ventilation, c. N/A HF-Whole house fan, 11- Ducts PT-Prograrmnable Thermostat a. Sup: Unc- Rer: Unc. AH: Garage Sup. R=6-0, 1.0 ft - M2-C-Multizone cooling, b. Sup: Unc. Ret: Con- AH: Interior Sup. R=6A, 1.0 ft MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as --built points: 47484 PASSTotalbasepoints: 50564 1- n ASS hereby certify that the plans and specifications covered by this calculation are in complia he Florida Energy Code. f PREPARED BY: DATE: '%/So1O I hereby certify that this building, as designed, is in compliance with the Florida Energy Code_ OWNERIAGENT: --' DATE: 05 ?004 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 OFFICtANANS REVIEWED DATE: ;.o%r• a.tr^nn EnergyGaugeO (Version_ FLRCSB v32) 04/30/2003 15:00 DEL AIR 4 4076614089 N0.425 P003 FORM 60OA-2001 I SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT M. ADDRESS: , , , AS -BUILTBASE GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Area X SPM X SOF = Paints Floor Area Type/SC Omt Len Hgt 3515.0 25.78 16311.0 Single, Clear NE 1.0 16.0 32.0 43.65 1.00 1393.3 18 Single, Clear NE 3.0 20.0 7.0 43.65 0.98 229.6 Single, Clear NW 1.0 17.0 320 37.74 1.00 1205.0 Single, Clear SW 1.0 18.8 40.0 52.82 1.00 2110.6 Single, Clear SW 1,0 17.0 32.0 52.82 1.00 1688.1 Single, Clear SW 1.0 17.0 16.0 52.82 1.00 844.0 Single, Clear SE 1.0 17.0 32.0 66.64 1.00 1812.0 Single, Gear SE 1.0 17.0 32.0 56.64 1.00 1812.0 Single, Clear NE 11.0 6.0 32,0 43.65 0.97 13562 Single, Clear NW 1.0 6.0 16.0 37.74 0.97 586.5 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 8732 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.E Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear NW 1-0 5.0 19.0 37.74 0.95 684.2 Single, Clear NE 1.0 6.0 32.0 43.65 0.97 1356.2 Single, Clear NE 1.0 7.0 16,0 43.65 0.99 8882 As -Built Total: 418.0 20022.9 WALL TYPES Area XBSPM Points Type R-Value Area X SPM Points Adjacent 208.0 0.70 145.6 Concrete, Int Insul, Exterior AA 1038.6 1.18 1225.5 Exterior 2443.6 1.90 4642.8 1 Frame, Wood, Exterior 11.0 1405.0 1.90 2669.5 Frame, Wood, Adjacent 11.0 208.0 0.70 145.6 Base Total: 2651.6 4788A As -Built Total: 2651.6 4040.6 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 7,20 129.6 Exterior 38.0 4.80 182.4 Exterior Wood 20.0 720 144.0 Base Total: 38.0 182A As -Built Total. 38.0 273.6 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1998.0 2.13 4255-7 Under Attic 30.0 1998.0 2.13 X 1.00 4255.7 Base Total: 1998.0 4255.7 As -Built Totat: 1998.0 4255-7 EnergyGauge® DCA Form 6MA-2001 EnergyGaugea/RaRES'2001 FLRCSB J32 04/30/2003 15:00 DEL AIR a 4076614089 N0.425 9004 FORM 600A-2001 SUMMED CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS' , , , PERMIT #: Er*MYG2uge"" DCA Farm SMA-2001 EnergyGaugee(F1aRET2001 FLRCSS v32 04/30/2003 15:00 DEL AIR 4 4076614089 N0.425 P005 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT #: AS -BUILTBASEFL4SS:PES ditionedX BWPM = Points Overhang Len Hgt Area XWPM X WOF = Poin Floor Area TypelSC Omt 3515. 0 5.86 3107.6 Single. Clear NE 1.0 16.0 32.0 12A0 1.00 383.9 84. 0 18Single, Clear NE 3.0 20-0 7.0 12.00 1.00 Single, Clear NW 1.0 17.0 32.0 12.23 1.00 391.0 Single. Clear SW 1.0 18.8 40.0 9-22 1.00 369.1 Single, Clear SW 1.0 17.0 32.0 9.22 1.00 295.3 Single, Clear SW 1.0 17.0 16.0 9.22 1.00 147.7 Single, Clear SE 1.0 17.0 32.0 8.34 1.00 268.2 Single, Clear SE 1.0 17.0 32.0 8.34 1.00 268.2 Single, Clear NE 1.0 6.0 32.0 12.00 1.00 384.1 Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear NW 1.0 5.0 19.0 12.23. 1.00 231.8 Single. Clear NE 1.0 6.0 32.0 12.00 1.00 384.1 Single, Clear NE 1.0 7.0 16.0 12.00 1.00 192.0 As - Built Total: 418.0 4314.9 WALLTYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 203.0 1.80 374.4 Concrete. Int Insut, Exterior 4.1 1038.6 3.31 3432.6 Exterior 2443.6 2.00 48872 Frame, Wood, Exterior 11 0 1405.0 405.0 2. 00 810.0 2810.0 Frame, Wood, Adjacent 11 0 1.00 Base Total: 2651.E 5261.E At. -Built Total' 2651.6 6617.0 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0-0 0-00 0.0 Exterior Wood 18.0 7.60 1. 60 136. 8 152. 0 Exterior 38.0 5.10 103.8 Exterior Wood 20.0 Base Total. 38.0 193.8 As -Built Total: 38A 288.8 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1998.0 0.64 1278.7 UnderAtfic 30.0 1998.0 0.64 X 1.00 1278.7 Base Total: 1998-0 1278.7 AS -Built Total: 1998.0 12710 EnergyGauge® DCA Form 60OA-2001 EnergyGauge6/FlaRES'2001 FLRCSB v3.2 04/30/2003 15:00 DEL AIR 4 4076614089 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: EnergyGauge- DCA Forth WOA-2001 EnetgyGaugeWFlaRES'2001 FLRCSB v32 04/30/2003 15:00 DEL AIR 4 4076614089 N0.425 P007 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , BASE WATER HEATING Number of X Multiplier = Total Bedrooms 6 2564.00 15384.0 PERMIT #: AS -BUILT Tank E.F. Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 50-0 0.36 6 1.00 2623.63 1,00 15741.3 As -Built Total: 15741.8 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 29496 5684 15384 50564 24914 6828 15742 47484 PASS EnergyGaugeTM DCA Form 600A-2001 EnergyGaugeOlHaRES'2001 FLRCSB V3.2 04/30/2003 15:00 DEL AIR 4 4076614089 N0.425 D008 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details PERMIT #: ADDRESS. , , , 9~- r-uCn1t1 ICY Water Heaters 612.1 Comply with efficiency requirements in Table 6-12- Switch or dearly mark carcw breaker electric Or cutoff must be ded. External or built-in heat tra re uir d). Non-commercial pools Swimming Pools & Spas 612-1 Spas & heated pools must have covers (except solar heate must have a pump timer. Gas spa & pool heaters must have a minimum thermal Shower heads 16W Air Distribution Systems 610.1 Insulation 607.1 604.1, 602-1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, seated, insulated, and installed in accordance with the criteria of Section 610- Ceilings-Min. R-19. Common waits -Frame R-11 or CBS R-3 both sides. Common celing 8 floors R-11. EnergyGauge- DCA Form 600A-2001 Ener9jGaugeVFlaRES'2001 FLRCSB v3.2 JYU. 1•tLJ 0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the horse. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a- Central Unit Cap: 30.0 kBtu/hr3_ Number ofunits, ifmild -family 1 4. Nwnber of Bedruoins 6 b. Central Unit SEER:12.10 Cap: 36.0 kBtu/hr - S. Is this a worst case? Yes r SEER: 12.05 rea6. Conditioned floor a(W) 3515 W c. NIA 7. Glass area & type a. Clear - single pane 418.0 ftz 13. Heating systems b_ Clear - double pane 0.0 ft a. Electric Heat Pump Ca 30.0 kBtuP= /hrc. Tintlother SHGC - single pane 0.0 ft" HSPF: 7.55 _. d. Tint/other SHGC - double pane 0.0 ft2 b. Electric Heat Pump Cap: 36.0 kBtu/hr8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft c. N/A HSPF: 7.65 b- Raised Wood, Adjacent R=11.0, 450Aft' c. N/A 14. Hot water systerns 9. Wan hype a_ Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R-4.1, 1038.E W EF: 0.86b. Frame, Wood, Exterior R=11.0, 1405.0 ftz b_ N/A c_ Ffatuc, Wood, Adjacent R=11.0, 20&0 W d. N/A V a Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DRP-Dedicated heat pump) a_ Under Attic R=30.0, 1998.0 ft' is. HVAC credits b. N/A CF-Ceiling fan, CV-c`ross ventilation, N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a_ Sup: Unc. Rct_ Una AH: Garage Sup. R=6.0, 1.0 ft RB-Attic radiant barrier, b. Sup: Unc. Ret: Con. AH: Interior Sup. R-6.0, 1.0 ft W-GMultizonc cooling, W-H-Multizone hearing) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energysaving features which will be installed (or exceeded) in this hone before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Sipature: - PL Date: MAY 0 5 ?004 Address ofNewHotne:L71 BRISTOL FOREST TR. City/FLzip. LAKE MOPJROE/32747 NOTE. The home's estimated energy performance score is only available through the FLA/R1;S computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarldesignatton), your home may qualifyforenergy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. ContacttheEnergyGaugeHotlineof3211638-1492 or seethe Energy Gauge web site ar www. fsec.ucf. eduforinformation and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contacttheDepartmentofCommunityAffairsat8501487-1824. EnergyGauge® ( Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Proiect Information For. CENH XTOXB.IACOBS rra Design Information Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 'F Inside db 70 'F Design TD 32 'F Heating Summary Budding heat loss 46173 Btuh Ventilation air 0 cfm Ventilation air loss 0 BMh Design heat bad 46173 Btuh Infiltration Method Simpffied Construction quality Average 0Replaces 2 Hea3ti`51g Coo351g Area ft 5 55 Volume (ft') 28120 28120 Air dean r 0.70 0.40 Equiv. A) 328 187 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency n/a Heating input Heating ouW 0 Btuh Hea t temp rise 0 0 F Actual fang fan cfm Heating air flow factor 0.000 dmBtuh Space tnerrnostat n/a Summer Design Conditions Outside db 93 'F Inside db 75 °F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 35939 Btuh Ventilation 1980 Btuh Design temperature swing 3.0 'F Use NO. data n RatelsuMng multiplier 0.98 Total sees. equip. bad 37161 Btuh Latent Cooling Equipment Load Sizing Internal gains 2300 Btuh Ventilation 2949 Btuh Infiltration 5528 Bbah Total latent equip. bad 10777 Btuh Total eeqqui Trent load 47938 Btuh Req. btal city at0.70% SHR 4.4 ton Cooling Equipment Summary Make n/a Trade n/a rl/a n/a Efficiency n/a Sensible coding 0 Btuh Latent coding 0 Btuh Total cooling 0 Btuh Actual cooling fan 0 cfm Cooling air flow factor 0.000 chvBtuh Load sensible heat ratio 0 % Printout certified by ACCA b meet as requirements of Manual J 7th Ed. wr-ightsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47 4CM E:1Fdes%AFox & Jacobs 2002\3514\3514.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 28120 ftx 0.0167 = 328 cfm Isolated zones = 0 cfm Total = 328 cfm 2 Winter infiltration load 1.1 x 328 cfm x 32 OF WriterTD = 11548 Bhuh 3. WnIer infiltration HTM 11548 Btuh / 392 ft2 Total window = 29.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 28120 fe x 0.0167 = 187 cfm Isolated zones = 0 cfm Total = 187 cfm 2 Summer infiltration bad 1.1 x 187 cfm x 18 OF SumrrlerTD = 3712 Btuh 3. Summer "Itlation HTM 3712 Btuh / 392 ft2 Total window = 9.5 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moist.diff. x 187 cfm = 5528 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sung load Sensible ventilation bad 1.1 x 100 cfm vent. x 18 OF Surnn-ffTD = 1980 Btuh Sensible load for structure (Line 19) + 35939 BhA Sum of ventilation and structure bads = 37919 Bluh Rating and temperature swing mulfipl'ler x 0.98 Equipment sizing bad - sensble = 37161 Bhuh 2 Latent sizing bad Latent ventilation load 0.68 x 100 cfm vent x 43 grAb moistdiff. = 2949 Btuh Intemal loads = 230 Btuh x 10 people + 2300 Btuh Infiltration bad from Procedure C + 5528 Btuh Equonent sizhg bad - latent = 10TT7 Btuh Construction Quality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtghrtsoft Right -Suite Residential' 5.5.06 RSR26014 A—_C, E:\Files\1\Fo. & Jacobs 2002\351413514.rsr 2002-Apr-04 10:16: 47 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 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 LDY BDRM6 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 16.0 0.0 WIC/BTH2 FAMILY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11 D 5.2 30.4 32.0 0.0 NOOK/KITCHEN b n e a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 DINING/LIVING a n n a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 20.4 32.0 0.0 a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 4.0 5.2 54.4 32.0 0.0 BDRM3 a n S C C n 0 d 1 1 90 to 1.0 1.0 5.2 30.4 16.0 13.5 BTH3NVIC BDRM4 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30.4 16.0 13.5 BTH4 BDRM5 a n e C C. n 0 d 1 1 90 1.0 1.0 1 A 5.2 54.4 16.0 0.0 wrjghtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47 AoC% E:\Files\(\Fox & Jacobs 2002\3514\3514.rsr Page 1 MSTR. BR a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 MSTR. BTH/WIC a n n c c n 0 d 1 1 90 1.0 1.0 1.0 3.2 20A 10.0 0.0 GAME RM a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 vvrightSOft Right -Suite Residential' 5.5.06 RSR26014 2002-Apr-04 10:16:47 C{ E:\Files\f\Fox & Jacobs 2002\3514\3514.rsr Page 2 REIGHTd WORKSHEETfkhdreouse DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 nnwvs>Pi.c m to 1 Narnedman Enke House ZONE 1 ZONE2 2 La*doposadvA 380.0 ft 1700 ft 210.0 ft 3 Fbomdnwuxs 4 CWngs Condt opbon 8.0 fi haeUbod d 8.0 ft d o 8.0 ft d o TYFECF I CSf HTM Area LaW90) Area Load(8Lh) Area Load(8lt>) Area D SLIFE NO. H1g Clg fr) H&9 CI9 it) Hig I Cig f') Htg Clg Hlg Clg 5 Gass a 148 4.E 21 1264 1 Epo-i b 13C 3 1. 9E- 96 ovals and c. 12C Z 1. 160^" parttiors d 0. 0. e 0. 0. 0 f0. 0. 6 V*,"6ad a 1C 37. 314 11611 144 170 6a, glass doors b 8C 37 1478 1478 Hwirq c 9C 38. d 0. f 0. 0 7 V*xbm and North 20 ff 1409 311 663 37 glassdoors NEM 0. 0 Cooilg ENV 54. 232 120 104 9m 12a SEGN 0. 0 0 South X 1609 48 1459 1 Horz 0. 0 0 0 8 othadoss A 18. 12. 717 484 38 717 484 11A 18. 12 0 0 0al0. 0. 0 0 0 9 Net 148 4. 21 1061 48r14 2183 10M 4884 2183 e posed b 13C 3. 1. 246 91 91 waft and c 12C 2- 1. 151C 4349 2935 151 pare- d 0. 0. 0 0 C 0 e Of 0. 0 0 0 f 0. 0.0 0 0 0 0 10 CelkVS a 16G 1. 1. 2151 2877 0 21 b 0. 0. 0 0 c 0. 0. 0 0 d 0. 0. 0 0 0 0 e 0. 0. 0 f 0. 0. 0 11 Floors a 22A 25. 0. 1 4406 0 170 4406 Note: room b 19G 1. 0. 516 586 0 0 516 c 0. 0. 0 0 0 s ddiispl' d 0. 0. 0 0 0 forslab a 0. 0. 0 0 floors) f 0. 0. 0 0 0 12 WbaGon a 29 9. 302 11548 3712 222 6540 2102 170 161 13 Subbd ioss5+8. +11+12 41975 23M 18M Lessa dwdhea" Less Yarda Heafrg redstrdxfion 10/114Dudloss10° 4196 2359 1Q/ 1 15 Tafa1 loss =13+14 46173 299Cr1 2921 16 Inl gams: People @ 1 3J30 2100 3 gm 1 2 17 SLW RSH gait=7+8 +12+a12016 32M 1f aim 16142 Less exlerrel Owing I 0- 0 I- 18 Duct ginn1(P/J 3297 1fP/d 1653 1(p/ 16 19 Tc" RSH gan={17+18)'PLF 1()0 389139 1.00 18183 1.00 1 20 Air required (cfn) 2200 2200 1000 1000 1 1 PmADL1t cedfied by ACCA to meet A requirements of Manual J 7th Ed. wrrrgflitsoiFt Right -Suite ResidentialTM 5.5.06 RSR26014 2002-Apr-04 10:16:47 E:\ Files\f\Fox 8 Jacobs 2002\351413514.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project Information For: CENTEX HOMES Notes: Design Information Weather: Orlando —AP, FL, US Job:3384 9.5.95 Winter Design Conditions Summer Design Conditions Outside db 38 OF Inside db 70 OF Outside db Inside db 93 OF 75 OF Design TD 32 OF Design TgD Rellative 18 OF 55 % Humidity Moisture difference 37 gr/lb Heating Summary Building heat loss Ventilation air Ventilation air loss Design heat load Infiltration Sensible Cooling Equipment Load Sizing 61228 Btuh Structure 44442 Btuh 100 cfm Ventilation 1980 Btuh 3520 Btuh Design temperature swing 3.0 OF 64748 Btuh Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 45493 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') Volume (ft3) Air changes/hour Equiv. AVF (cfm) 3588 3588 33350 33350 0.7 0.4 390 223 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency Heating Input Heating output Heating temp riseActualheatingfan Heating air flow factor Space thermostat n/a Btuh 0 Btuh 0 cfm 0.000 cfm/Btuh n/a Latent Cooling Equipment Load Sizing Internal gains 1840 Btuh Ventilation 2500 Btuh Infiltration 5569 Btuh Total latent equip. load 9909 Btuh Total equipment load 55403 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0.000 cfm/Btuh Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 0 % wnghtsoft Right -Suite ResidentialTM5.0.45RSR26014 2001-May-0319:11:16 ACO, E.1Wles%centex%354113541%3541a.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3384 9.5.95 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 931-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 33350 fP x 0.0167 = 390 cfm Isolated zones = 0 cfm Total = 390 cfm 2. Winter infiltration load 1.1 x390 cfm x 32 °F Winter TD = 13723 Btuh 3. Winter infiltration HTM 13723 Btuh / 627 ft2 Total window = 21.9 Btuhlft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 33350 ft3 2. Summer infiltration load 1.1 x223 cfm x 18 3. Summer infiltration HTM 4411 Btuh / 627 ft2 x 0.0167 = Isolated zones = Total = F Summer TD = Total window = and door area 223 cfm 0 cfm 223 cfm 4411 Btuh 7.0 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x37 gr/lb moist.diff. x 223 cfm = 5569 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 100 cfm vent. x 18 'F Summer TD = 1980 Btuh Sensible load for structure (Line 19) + 44442 Btuh Sum of ventilation and structure loads = 46422 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 45493 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 100 cfm vent. x 37 gr/lb moist.diff. = 2500 Btuh Internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C + 5569 Btuh Equipment sizing load - latent - 9909 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Resi lentialTM 5.0.45 RSR26014 2001-May-03 19:11:49 E:1FdeMcentex%3541135 M541a.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job_ 3384 9.5.95 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room Entire House ZONE 1 ZONE 2 2 Length of exposed wall 415.0 ft 238.0 ft 177.0 ft 3 4 Room dimensions Ceiings Condit. Option 9.0 ft heat/cool d 9.8 ft heat/cool d o 8.3 ft heaticool d o TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO Hig Clg ft') Htg Clg ft') Htg Clg ft2) Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 1764 1764 270 0;; 1440Exposedb12C2.9 1.9 1710 walls and c 13 3.2 1.2 308 308 0 partitions d 0.0 0.0 0"" 0 0 e 0.0 0.0 0 0 0., 0f0.01 0.0 0 0 6 Windows and a 1C 37.0 421 15560 260 9610 161 5951 0 M." glass doors b 8C 37.0 112 4140 112 4140 0 Heating c 9C 38.7 36 1394 36 1394 0 0 d 0.0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 7 Windows and North 21.1 236 4988 214 4533 22 456 l glass doors Cooling NE/NW- EM 39A 58.4 12 244 473 14228 12 106 y"! 473 6177 0 137 0 8051 SE/SW 47.4 10 497 10 497 0 0 South 30.4 67 2034 65 1976 2 58 Horz 0.0 0 0 0"""' 0 0"` 0 8 Other doors a 10 14.7 9.9 58 854 576 58 854 576 0 0 0 b 0.7 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14 4.6 2.1 1407 6483 2897 1407 6483 2897 0 0 0 exposed b 12 2.9 1.9 1458 4199 2834 179 516 348 1279 3684 2486 walls and c 13 3.2 1.2 290 914 339 290 914 339 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1 A 1.4 2109 2227 2922 668 705 926 1441 1521 1997 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 238 6169 0 238 6169 0 0 0 0 Note: room b 20C 2.3 1.0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 21.9 7.0 627 13723 4411 466 10199 3278 161 3524 1133 13 Subtotal loss=6+8..+11+12 55662 40983 14679 Less external heating 0 0 0 Less transfer 0 14 Duct loss 100 5566 100 4098 10° 1468 15 Total loss = 13+14 61228 45081 16147 16 Int. gains: People @ 300 8.. 2400 6 1800 2 0 600 0Appl. @ 1200 2 1800 2 1800 17 Subtot RSH gain=7+8..+12+16 40401 25620 14781 Less external cooling 0 0 0 0Lesstransfer00 18 Duct gain 10° 4040 100 2562 100 1478 19 Total RSH gain=(17+18)`PLF 1.00 44442 1.00 28182 1.00 16259 20 Air required (cfm) 2200 2200 1400 1400 800 800 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr>fgl >ttsOfik Right-Sude Residential*" 5.0.45 RSR26014 2001-May-03 19:11:49 4116ffA E-.TileslceMex1354WS4113541aru Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job:3384 9.5.95 109 COMMERCE STREET, LAKE MARY. FL 3274"206 Phone: (407) 831-2665 W N D W S K Y D I R W A L L G L A Z L S S O N N HOTHVG W R A H L G C E M D G Z L O V R X V R Y H G T H T M N A R H A R SITTING a a a c n n n n e s se se a b b b c c n 0 d 1 1 90 1.0n n 0 d 1 1 90 1.0 15.0 10.0 1.0 2.0 6.0 8.0 30.4 47.4 19.0 20.0 19.0 20.0 MASTER BEDROOM a h n a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 20.4 9.0 0.0 MASTER BATH a a a n n n w sw b b c c n 0 d 1 1 90 1.0 n 0 d 1 1 90 1.0 1.0 1.0 1.0 1.0 5.0 5.0 54.4 47.4 16.0 12.0 0.0 1 .5 FOYER a n w a c n 0 n 1 1 90 1.0 1.0 9.5 2.0 87.4 12.0 0.0 DINING a n w a c n 0 d 1 1 90 1.0 1.0 10.0 6.5 54.4 39.0 0.0 KITCHEN LAUNDRY a n s a c n 0 d 1 1 90 1.0 1.0 11.0 3.0 30.4 7.0 Q.0 BREAKFAST a n s a c n 0 d 1 1 90 1.0 1.0 11.0 6.0 30.4 39.0 0.0 FAMILY a a b n n n e s n a a c c n n 0 0 d d 1 1 1 90 1 90 1.0 1.0 5.0 29.0 1.0 1 1.0 6.0 8.0 54.4 20.4 39.0 48.0 20.5 0.0 LIVING a b c n n n e e a a c c n n 0 0 n d 1 1 1 90 1 90 1.0 1.0 11.0 11.0 2.0 2.0 3.0 8.0 87.4 544 6.0 16.0 6.0 14.3 2001•May-03 19:11:49 wrigi itsoft Rat -Suite ReridendalT 5.0.45 RSR26014 Page 1 E:1Files%centexl3541t3541\3 ia.rsr LOFT a n e b c n 0 n 1 1 90 1.0 1.0 0.5 4.0 87.4 19.0 1.6 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 0.5 5.0 54.4 23.0 1.5 BR3 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 23.0 0.0 BATH3 I-1:R a n w b c n 0 d 1 1 90 1.0 1.0 0.5 4.0 54.4 16.0 1.3 BATH 2 BR4 a n s b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 16.0 14.1 GAMEROOM a n e b c n 0 d 1 1 90 1.0 1.0 0.5 5.0 54.4 32.0 2.1 a n e b c n 0 d 1 1 90 1.0 1.0 0.5 5.0 54.4 16.0 1.1 ti WY7gilt50fL RgM-Sude ResidentialTu 5.0.45 RSR26014 2001-May-03 19:11:49 XG, E:Fleslcentex135411354113541 a.rsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Proiect Information Desicin Information Weather: Orlar-do_AP, FL, US Winter Design Conditions Outside db 38 'F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 46173 Btuh Ventilation air 0 cfm V nair d 3BtuhDeabad4617BtuhInfiltration Method Simpl&d quality Average Repl Hea5 C 3515 AreaW351Volume ( fN) 28120 28120 Air cha r 0.70 0.40 Equiv. ) 328 187 Heating Equipment Summary Make n/a Trade n/a n/ a Efficiency n/a He gati 3ut 0 Btuh Heating temp rise 0 'F Actual ting fan 0 cfm Heating air flow factor 0.000 c1m/Btuh Summer Design Conditions Outside db 93 'F Inside db 75 'F Decig1TD 18 'F Daly range M Relatives humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 35939 Bhlh Ventilation 1980 Btuh nMature swing 3.0 'F UDesignRate/ swing multiplier 0.98 Total sens. equip. bad 37161 Btuh Latent Cooling Equipment Load Sizing Internal gains 23M Btuh Ventilation 2949 Bk h Infiltration 5528 Bluh Total latent equip. bad 10777 Bluh Total eeqqOoment bad 47938 Btuh Req. hafal capacity at 0.70% SHR 4.4 ton Cooling Equipment Summary Male n/a Trade n1a n/ a n/ a Efficiency n/a Sensible cooing 0 Btuh Latent cooing 0 Btuh Total Actualcooling fan 0 CfM Cooling air flow factor 0.000 drn/Btuh Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr14E_ jhtsaftRight -Suite ResidentialTM 5.5.06 RSR26014 2002-Apr-04 10:16:47 A% CA E:\Files\flFox & Jacobs 2002\3514\3514.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 28120 ft3 x 0.0167 = 328 cfm Isolated zones = 0 cfm Trial = 328 cfm 2 Writer infitration bad 1.1 x 328 cfm x 32 °F WNer TD = 11548 Btuh 3. Writer infiltration HTM 11548 Btuh / 392 ft2 Total window = 29.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 28120 ft3 x 0.0167 = 187 cfm Isolated zones = 0 Cfm Total = 187 cfm 2 Summer infiltration bad 1.1 x 187 cfm x 18 °F SurnrrlerTD = 3712 Btuh 3. Summer infiltration HTM 3712 Btuh / 392 ft2 Total window = 9.5 Btu"2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moist.d'fff. x 187 cfm = 5528 Bluh Procedure D - Equipment Sizing Loads 1. Sensible stung bad Sensible ventlation bad 1.1 x 100 cfm vent x 18 'F St-rTmerTD = 1980 Bluh Sensible bad for structure (Line 19) + 35939 Bluh Sum of venblaton and structrlre bads = 37919 Btuh Rating and terrtperature swing multiplier x 0.98 Equipment song bad - sensible = 37161 Btuh 2 Latent sizM bad Latent vetAblion load 0.68 x 100 cfm vent x 43 grAb moist.diff. = 2949 Btuh Internal bads = 230 Bluh x 10 people + 2300 Btuh Infilbtion load from Procedure C + 5528 BbAh Equipment sizing bad -latent = 10T77 Btuh ConstrL>ction Quafrty is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all reW rernerrls of Manual J 7th Ed. wr1ghtsof1t Right -Suite Residential' 5.5.06 RSR26014 2002-Apr-04 10:16:47 E:\Files\f\Fox & Jacobs 2002\3514\3514.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 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 LDY BDRM6 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 16.0 0.0 WIC/BTH2 FAMILY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 52 54.4 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 NOOK/KITCHEN b n e a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 DINING/LIVING a n n a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 20.4 32.0 0.0 a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 4.0 5.2 54.4 32.0 0.0 BDRM3 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30A 16.0 13.5 BTH3NVIC BDRM4 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30A 16.0 13.5 BTH4 BDRMS a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 wrlghtsoft Right -Suite ResidenlialTM 5.5.06 RSR26014 2002-Apr-04 10:16:47 ACCN E:\Files\AFox 3 Jacobs 2002\3514\3514.rsr Page 1 MSTR. BR a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 MSTR. BTH/WIC a n n c c n 0 d 1 1 90 1.0 1.0 1.0 3.2 20.4 10.0 0.0 GAME RM a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 16.0 0.0 ti - wrigfrtsoft Right -Suite Residential^' 5.5.06 RSR26014 2002-Apr-04 10:16:47 k6k E:\Files\t\Fox & Jacobs 20021351413514.rsr Page 2 IG IT WORKSHEET01Pntrreouse DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Ntrr+ c m na 1 Namedmom Erdre House ZONE 1 ZONE 2 2 Lff0derposedNhd mm A 17W ft 21(10 ft 3 FbomdmffEirs 4 C&igs Con& Option 0 N h.*oal d 8.0 ft d o 0 ft d o TYPEOF I CST HfM Area Loadph) Area Load(Beit) Area Load(8trit) Area EXPOSUE NQ Hlg Clg W) Hlg I Clg 11) HIg Clg 1111) Hig Clg Htg C19 5 loss a 14B 41 21 12M 6po9ed b 13C 3 1.2 9E vweGand c 12C 2. 1 169C'"" 0 1 par8ions d 01 0. e of 0. fOf 0. 6 V*donsard a IC 37. 314 11605 144 170 glass doors b 8C 37. I'M Heafrlg C 9C 38.- C d 0. e 0. f0. 7 V *Xb`s and North 20. 1403 653 37 756 glass NEM 0.( 0 ENV 54. 232 120 101 565t 123 SEBW0. 0 SoLAh 30. 1609 48 1459 5 150 Horz 0. 0 8 Off doors a 11A 18.91 12_ 717 484 38 717 484 b 11A 18. 12. 0 C 0. 0. 0 9 Net a 14B 4. 21 10Ei/ 4884 2183 1061 4884 2183 opased b 13C 3 1. 246 91 7i 246 91 waG and C 12C 2 1. 151 4349 2936 0 151 patrtiors d Of 0. 0 e Of 0. 0 f Of 0. 0 10 Ce1ngs a 16S 1. 1. 2154 2EQ7 2154 20 b 0. 0. 0 0 C 0. 0. 0 d 0. 0.Oq 0 0 0 e 0. 0. 0 f 0. 0. 0 11 Floors a 22A 25 0. 170 4405 0 14406 room b 19G 1. 0. 51 586 0 516 0 s d 0. 0. 0 0 forslab a 0. 0. 0 fbors) f 0. 0. 0 12 InUration a 29. 9. 392 11548 3712 222 65C 2102 170 5008 161 13 Sublofalls5=6+.+11+12 41975 2,9fffi 1838C•". Less carnal heafr g Less trarder 14 Heating recistribrtion Ductloss 101 4198 10A 2350 10%/ 1 15 Totalloss =13+14 46173 2595q 2021 16 trd. gains People L i 3030 7 2100 3 AppL @ 1 1800 lax- 17 SrtkARSHgn--7+8 a12+16 32M 1663»« 1 LesseAwdcooling 0 Less transfer I • » 0 Coobig recistrlbutiun 0 18 Ductgain 10° 3267 10'/ 16E 1(7/ 1614 19 Total RSH ga"17+18)'PLF 1.00 35909 1IJ0 181 tA0 1 20 Airrequired (dn) 2200 zm 1 1000 1 Pfrkkt CI'.rded by ACCA m meet al leclUm r>enls of MmA J -M Ed. wr ghtsoft Right -Suite Residential^' 5.5.06 RSR26014 2002-Apr-04 10:16:47 E:\Filesll\Fox 8 Jacobs 2002\3514\3514.rsr Page 1 0[L 1 4 3 2 S. + p IN101woAT[ ITuts FOR 1s• "or Uo REVISIONSA .T_T 1. SKIN) 6 r2. GA. 9fELSKiNI 1 Aotp r/ Toc-.-La nor . RO1I77 REV. N0. ZONE: DATE: ECN N0. APPVD: DESCRIPTIONiN0tYLE1fAAAA[ C,.Lo lALONO CfMisP) 1 aT1au B Busse 1 82 11/00 - MWYI I Ott (I) WAS (2) FOR TRACK BOLT t 20 G WN. rAa MIS ATTACN[D 10 e00 ,AONI[OND K WO DTARK fma P.nNI'm 100-IKDC STSTdbite,.. K..R;A). p MM 1• ,0 u DKY. flca n.D A" W1AoA /As o,[Ty AD T.TN6U) !/„• , _/f w000 LAD scRCWs. LISTED ....' 0 . wtABLc As AN anaN W.M. 1Mbt TYGOoISiI .oa' 1J w n Z.°GoiK Npts N m T1s. A." V,2 e.Lv. nfAGc aA.eKcr. I ® ® ® ® T„o FOwT IDGIPNIBM A) tAAtts 1RAGMCT tI s1K, IDG r i ry REPORT#9606C 20 •, CL w_wS ier pw°u.,'.;n,,°'eeemlU-aARt inA 2-1-1-1 PATiGM O,L 7M0 IMMItI L tT S[CROAA. M IIti/f' f11LR A.nK "he".• y tpC OPIbM%y Wlq A 11711gw,1 OUMC MYED LOG( P06MOO II.K. DOOR 1ra1w - I.'-0• 0 e s.e,N Trv.t1m rAPP.a ,CK1AV. surw M• pppR1fy TO T'- • MIOw CON ICT(fMOwl1). FRONT rRYK M11N U.Y. <lyylp IK0/1V9. Wsom 15GK'.l WY KICOIM70tl,0R1Q {{ S [G710Nf (TSDr L10M c"w oN bumcc iLwAa POP UoNIDwO By DDa k1sm G (TD suR) oo"" OVCN 7'-0 ,.m9 CONART OI (f S N>. (fuT MOr KGM[D) 10 PROAK A ILU[N WDLW q bKAC4 NOIOfOMK NWt6 DD ROT TR.ASIG LDAO, 2A4 T[LLOK K AAwo 20 " W L GLY. mu DID fist p - I' 1,AICK 1/s ACR1IAC U R 71Otl00Y.L7lJ. 1D W "v. C1W. K". STU r B NOtDCO wWo[ srfre .- - 177 w CKY sTwt ` mAcx C3 RRRACAU$ /ASTDAm tb YA>)OD Aw 2f cA. WY. ,t[L UIC R[TAfKA PAN w[AD smv ,MIN ON[ s/1/'. s Y ue sCMV lKlr, CGno nth Mo wuL (,e sCRei Pa uro c.. [f (0-.0 G,LVANRWO, O.)RD-OW PNwG, ) T N CDALM I[.pp0 I/ w.t 4nn (1q G 7/11' 6D, RWND PULINn ,wp A MKlO-OK roLY[srU I/.•.A• TAPCON fdllY7 ON I)-1/2' CDAIDLf (2.000 IAi1SMG (QN[ PCR ROU!!1) 1f V, w C101Oe.T ,/Py(O TO tOM SAwP uT[K [NO.O[s Py yyl• CpNtR yy,ps w0.V0@ WM NO[f 0/ ,R4 7Kw. 11 G 4Lv. 51t4 10 W YIiK .wGel1/, f' 0.0. 1+w. 1MLIG RCO,RRtD 1' _V. slM TRACK /AiTD+rD roROLLCR ,RACI(R. GO., .Q1, TAPCDM. AA,CNLIM W.Y K vu+tEPtuKK IS G. GLV• 37CL TRAa i.AGll1t. Mf WKYpI{(1) sA.CK[T ivrwAtD Y/ q y Ga slot a Boa. (wr rar II[Ow[D> To PwnK A rwAA M& - Iht/s' tATtcr NCGL NWwRNO MAK. ROMIMTK iWK DO HOT TRAOI .nAM(D 1D jIM iRK%R 1• t1M W uDpts. TRjdm LOAD. MiN If tle OWT RYIn .) , ..s ,GAM PSR DO ,.N04 J Ovi710[ AICTtOKNYOLL [KO 2' Ow 1Np111. iTCW, f0 sAAi fTQL NOLL(R. 44 V. - f S11,t "' ^'A--', m'T^•+ wMM v'OrWKtDl P.[. ASRt•[0 10 NORIK P"am" PA. j171.T1l/ w K cRw/s• Wf,Dt wwat rT%L 2a eA DKY, ST[tt r.PPrAD f7LCMf04w w T C OLSOK a THC fVPORTY O s}RVCtIJRK DaA[Nrs OESIGN LOAD4: t24.0 PSF k -24.5 PSF y +w• .[RD.slRcam so u+ a nac aG sac k TKc PLSP1K.tefJ1T a/ n c PRorssw.Au or TEST LOADS: fJ6.0 PSF k -37.0 PSF 1; ,. vAat or Dock KC0110 ION nit B '"0 OR 1TitTUMAf AND W ACOOROA?" O' TALL . 20 G GLV. SIM U-SANS WD swe BOLT N1714 COW-WT sw1D.4 COKS ION TN[ LOAD, Ufn9 ON e.Rw w..s rAs yesLIwA2-,-1_1 .T1GN1 pt. Two u-wn sTRc Loa t *wj Tnt ORAw10. .. Am A RAAIO.rAL PART NO,: I-yr fm oK BOna. t[LTA0/1. ONC 11-MN ON NG7 wTO YO/TY,.Y. AAaenaneJ. tAaA u-BNL "Ifflo [D Tit" on[ LYK... slut ou o... 312 sf BBww( k S:4 N00r ,YIM I .'.0/.• 3W iAPIwO SGMK Loa ON C-,D..nOr/h AY.e+w GneiTmofi ON 45102 ru f e LDG,IDK ua sK W aOr r e TRmueo m TOLERANCES w. IDEA tLL to I-SI7-yI-.boo 0 - t.03 -RIB Z <r[neN ._. ranr tio.1 rue a ems.. w » Lwr to•00 t.015 DESCRIPTION: MODEL 6RST Wa 16-0 K 6-0: 24/-24.3 DESIGN LOAD 000 . t ,(fOS D a cliv, fRop, Borrow AxACK[T. ' «r w-..r ... ,0000 . t.001 DRAWN BY: 8MM DATE: 4/TD/40 SCALE: NTS DWO. ] wlmm(1)'/fas/f• sN[Cr WVAL SUM. / •••• w ,ANw... 9ALVWNWWemwsKx. // /1 pfan/f 31/1' CHECKED BY: NWw DATE: 4/13/00 SHECNJET1OFISIZE Alm WLATIYMIW. / /%/• I III ARg1. + _ UnW. t1.W OMetiA.. Prej.e6en ow[Nsfpu AK w wG.Fs. DWG. NO.: 102TJ6 REV. N0, 1 0 I C Jd9DE1 OESICNATION- Th*mro-Tru In -swing Door wood :tomes System LAriLrrL OVERALL NOMINAL S17FSingle up to:5'4 x B'D w/wo sidel'I.•s Double up t0 8'4 x 8'0 w/wo sidefites I eAM E roNnG IRATI-._ QNSeX, OX, X0, OXO, xx, OXXD nEptER. r OFSCRIPnOw, The hood and side jambs of* r"Oli int One moosuring a min. 4-9/16• with o ':/2• rabbeted stop. r 3/ 16• TAPCOW Y TYPEANCHOR71 x 2 /NIaNG 1J• YASfkIRY LM& _ i t •I 2x 9000 w PM WS ys IAMB EDrhot02xstra-Bucx Y' L 1/2' Ls1YSN11 i 29 t= INTERIOR x 2 RRIeNG PM INS TAPCLW nrIFA0B 119E ANCHOR f 1 v S MHc s1 t tsMe[ j F:•. i 1. 13• MY4 OIt4ER11fi1L SIDE ,LAMB y SUB-D I t/.• uIt ofIX- i. QFcICN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 F'SF Singh with Sidelites Positive 60.0 PSF Negd(iw 60.0 PSF Double w/wo Sidolites Positive 47.0 PSF Negative 47.0 PSF a is' O.C. tx DOCK INMRAi8 1/ 2' DRYWALL QFcICN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 F'SF Singh with Sidelites Positive 60.0 PSF Negd(iw 60.0 PSF Double w/wo Sidolites Positive 47.0 PSF Negative 47.0 PSF a is' O.C. tx DOCK INMRAi8 1/ 2' DRYWALL 1 , 2 FIAMO 14, WASONRY UNifl. T mia l3/ 16• TAPCOM 3 S.. not. 2) MEAD J."a TO Ix SUB -BUCK 1/ 2. ORYNAIA x DUCK 4 •` 0 3/18• TAPCON NfEr" r y rrpE ANCHOR gg3 T- a ELCO 7APL'ONOf' EQUAL i s (235 LB. SHEAR RATING) t. s 78- le 2) 1 n : y i•. (Seeee note \ • •. o . 3• MAX. T SHIM SPACE ••i t-t/A• MIN. vER71cAt Sx7E .NMB r 1x we -aura NOtF. 1, This system has been evaluated for use in locations t4horing to the norido Building Cod* s and where preesum requirements as determined by ASCE 7 Minimum Design Loops for Buildings and Other Structures do not exceed We design prwesure ratings listed heroin. 2. For installations where the sub -buck is We than 1-1/2• (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4,4.2) Topcon type Concrete anchors must be used and the length must be such that a minimum 1-1/4' *ngosen*nt of the Topcon into the masonry wall is obtained. n o y0ro 2Z0 o g " U_ OWO00 a e n a+ i m Lyy C w n 3 J O w fO y3 z O 3 2I yr Q j 2 eWLDIMO casuu.Mn, s•c D13.684. 383t DATE 4/ 3/02 SCULL• N. T.S. CMG. fr. W.LN. C1et. BY: RW, DRAWING tO.: . 7-0220t sM¢T 1 ar t MOM DESIGNATION: Themes-Tru taut -Swing Ooor Wood I'romes System _;F K:N PRESSURE AT1N .: IMUM Q%CW NOMI SI • Single up to 3'4 x 8'0 w/wo sbeltes S IIAX 1B• O.C. feyiinglsPositive67.0 PSF Negative 67.0 Pif Double up to 0'4 x WO w/wo sidelitea r •4 Single with Sidelites Positive 60.0 PSF Negative MO Pir W N ire.plE eOHFlnrRSTONS: X, 0%. X0. OXO, bt. OXXO y oubls w/wo Sidelitea Positive 47.0 PSF Negotiw t7.0 PSF O.0 I UNiRAL DESCRIPTION_ The hood and side jambs on rrng•r)oint pine Z p n measuring o min. 4-9/16• with o 1/2' robo•ted slop. '' r'. 4 MASONRY LWTEL :S 4 h 3/16' TAPCON 7 x L /1RRWC C) W 0TYPEAP404OR3• WX IB' O.L. iw_ CI 8 su50HRY UNTEL ,, —I DAHALL g 3 1 x 2 nARINC ¢2 N LU00 a 3/16. 1APCON TYPE ANCHOR C S IX BLC< 3'16' TAPCONANCHOR •y ' , a ,23• MAX. ? y ". SHIM SPACE a', ffiIT86T8 o r' 1X'11I08 = T— rWERJOR i E F.BlQB 3/16' TAPCON 2.23' H h f • •• `V ': ., TYPE ANCHOR L` 2 u mT HEAD .L1M8 ui u 42dx2.-f/2' /,73•! vi o • ' '. i0 Ix SUB-BUCx y uitPrNINSrI CONCRETE g . n NERD JAMB o MASONRY BLOC-( .2S• MAX. F,} 0 UB— s ,'. $ .,s SHIM SPACE I i.2S• Ado" 4 t WIN, 3/16• TAPCON E)CEaloa Z Lu e„. 'T •; .., TYPE ANCHOR , .• t O ELCO TAPCON OR EQUAL 3/16TAPCON { W LL 233 I.D. S14EAR PAT7NC) TYPE ANCHOR SPACE '. • E•v I t, : O O 7 t1 j 77-1/27 Bx -' •' •' .1s• MIN. Z j KIN WS C-SWK f x L ERRING Q 0 4 _ DRYWALL YER11CAl. SIDE JAMB IX BU" R, TO 1X SUB -BUCK L ` yy .uxauw Jl 8IO8 ON3ULTAMa, we x 2 RRRING liQiE 1. This system has peen ewluobd for we in k,cuons adhering to the Florida Building Code 613.884.36JI 15 MW. and where pressure requirements as determinso by ASCE 7 Minimum Design Loods for Buildings C-SINK DRYWrlI DATE: 4/3/02 i IX BLACK and Other Structures do not exceed the design pressure ratings listed heroin. vExncu SIDE JAMB SGIE: H.T.S. t - 2. For instolbtions where the sub -buck is less tM:n 1-1/2' (fBC section t707,4,4 Anchorage Methods TO21SUB-BU(< Dwt:. t1r: w.LH. and sub -sections 1707.4.4.1 and 1707.4.4,2) Tepcon typo conerete omfoars must be used and the CNK. 9Y: R.W. length mwt be such that o minimum 1-1/4' engagement of the Topcon into the masonry wolf is obtained. DRANIING NO.: 3. When wing a IX sub -buck o 6-9/160 jamb is required to allow for min. edge spacing for Topcon type anchors T-02203 sm 1 or I v i l.ODEL DESMMATIDNr Thermo-Try In -Swing / 0L t-Swing Door Wood From" System usnlJ IJJ OV Rst L NDUIN + Sl - Single up to 54 x 5'0 +:/wo sidelites Double up to 84 x 8'0 v/wo sideliles iC•R f -ON •;ggn0"S X, OX X0. OX0, XX. OXXO .. flEl MAL DESCRIPTK)N, The hood and side jombs ore Rngwjoint pine measuring a min. 4-9/1f' with o 1/2" robbeted stop. y ty DOUBLE 2X sa' sc I/Z- DRYWALL SIItAAllena e Q it L READFJt . • e SINGLE DOOR 2X STUD 2X JACK STUD IT nI ws y I 1/2' DRYWALL PrTl wS 14 1 Plow= Is' WN. t-SINK 2s' ItA1t. SM1/ SPACE vVrTcAL SM .twe 1,13' WM. aRk DFSIC•N PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 50.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF bl 1 1--u . 14- IYP.-1 SINGI F OR DOURLE DOOR WITH SIDELRES O e lt2tE r This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirementb as determined by ASCE 7 Winimum Design Loads for Buildi.TJs and Other Structures do not exceed the design pressure ratings listed herein. itr • J t w 613.684.56.71 DATE. 4/1/D2 CALL KT,S DWG, ST: w.Lh CI6L BY: Ilw, DRAWING NO; 1-02202 srn + a + THERMA oTRU® FIBER CLAS.StC /'SMOOTH STAR• M WWt3"&WOLE AND DOUBLE W7a WiOUT MMJTES. IhLSULATED FIBEROLASS DOOR WRH W000 FRAMES. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR M1AMI—DARE 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 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI—DARE COUNTY. 6. MIAMt—DAOE APPROVED IMPACT RESISTANT SHUTTERS apt REQUIRED FUR SIDELITES ONLY. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Frbergloss avg. min. yield strength Vy'min.)=6.000 psi SmoothStor — 0.070" minimum skin thickness FiberClossic — 0.110" minimum skin thickness Core design: Polyurethane foom core. withl.9 tbs. density by BASF. onstru The yes cl skin is constructed from a 0.070' thk. s o' Lingcorttpound (SANG. The interior comity is fitted with 1.9 Ibs. density BASF potywethone foom. The pond face sheets. we glued to thewoodstilesvoidhits. TIK A latch stiles reinforced with o wood lock blockmeosuiulg2.375 x 14.0 long of the strike and deodbdt lacderon. The tingeAlleisFingerJointedPineandthetopandbottomrailoreofawoodcompositematerial. In the double door oppkation the iloct" door is filled with on extruded aluminum astragal (Wind Jambef f) of 6063—T6 alkry. The troll is constructed kvm fi jointed pne. The is=n o/o'n o the sidepmbs with (3) 16ga 1/'uown x 2 long stapled of each sale. Tlx muflor. ore secued together in o Sideltt application using /8 x 2' long PFH Wood Screws (6) suers per each mullion. The units use on Inswing Saddle threshold memurirg 5.75' x 1.-W'. li lI1S: The sidelile panels ore sandwich glazed vs g o two piece come. y are dry glazed on the e0erior with on 1/B" Mk. cellular alafing tope (Stiy-11 Tope) a caulked with sZcone. The kle formes are heldogelMrwd(r o 8 x 1 /2 long Pklwew. TABLE OF CONTENTS DESCRIPTION TYPICAL ELEVATIONS k GENERAL NOTES VERTICAL CROSS SECTIONS HORIZONHORIZONTALT CROSS SECTIONS k N07ES ANCHORING OCATIONS k D AILS ANCHORING LOCATIONS N GLAZING DETAILSUNITCOMPONENTS BILL OF MATERIALS Ac UNIT COMPONENTS 37.5 MAx. OVERALL WIDTH 36' MAX: PANEL WIDTH x0 wx w J e io N L SINGLE WSWINO UNIT T 05.5- MAX. UVLKALL hKAML nlvin 36.625' MAX. PANEL WIDTH W/ASTRAGAL GJ Jw a oi c o a a o ti to N / P 74.5" MAX. OVERALL IMAML wluln 36.625' MAX. PANEL WIDTH I W ASTRAGAL 1 xU 2 w 00 D 0 0 X 5-7 V- co W11111 Wulf 15.5' MAX. FRAME WIDTH 13. IDWIDTH M WAX. WID 7. 125' MAX. D. L.O. WIDTH ALL MODELS 68.5' MAX. OVERALL WIDTH ARE VIEWED 36' MAX. 4, 15.5' MAX. FROM INTERIOR r PANEL WIDTH FRAME WIDTH 13. 75' MAX. WIDTH 7. 125' MAX. D. L.O. WIDTH LU / O / Q e x 0 t / to I / DESIGN PRESSURE RATING UNIT TYPE WH A R IN IL TI N RE UIREMENT IS NOT NEEDED SINGLE 67.0 PSF — 67.0 PSF DOUBLE 55.0 PSF — 55.0 PSF SINGLE & WITH SIDDO S 55.0 PSF — 55.0 PSF N O c0 p2 2M5oU, LJ O3Qco 40 d 613. 664.31131 fi ® M B. (0e A. 'I. N.T.S. arc. er: TJH ax. er: RW S MANffM- N. 1 o NO.: 5-215t 1 or t MASTER 4 RF. d! GD w Z INT RI R a xa N YFRTICAI MISS SEC 2 DOOR PANEL e X 29 z Y p_. 0 42 o o N spa 43Q33op 34 0 0- SEE NOTE 5 SHT. 4 X S 41 SEE NOTE 4I4 1 SHT. 1v a5- MIN, CLASS THK. n< EXTERIOR IN I R on 0 lu250 xQ In FOAM CASKET do N co SILICONE CAP BEAD p 0— 00'0 1.68' MIN. 1>p PANEL THK. a0 SEE NOTE 5 SHT. 4 L" N oco cc) m Z V Q _J W'OOL,JO0jfl FT 0- 813.684.3831 me 08/10/0' wrt:1/2' = onc.OT: TJH tNc n: RW FLO,Q ol1Y Y, 2151 7rl--1 SEE NOTE 2 SHT, 4 n INACTIVE Y 3 J e Z ASTRAGAL RETAINER 31 n BOLT &0' LG. TOP BOTTOM (2) BOLTS Il RI R AT TOP & (2) AT BOTTOM T 3 ® ASTRAGAL 1.15' MIN. EMB. 25- MAX. SHIM FOAM CASKET & SILICONE CAP BEAD ACTIVE 37 — a SEE NOTE 7 SHT. 4 1 HORIZONTAL CROSS SECTION O HINGE JAMB TO SIDEUTE r,iAN1UFACT UR.ELik 149"A g FOAM GASKET & SILICONE CAP BEAD r Yz V, ng 41 SEE NOTE 1 SHT. 4 Nco R0 co o 10n gLu 0 oW 000 3 co 00 2 Z FlFoZUoNN Oin xo 813.6E4.3B31 0811010 112' o. at TJH K. er. RW wa .o_: 5-2151 ax 3 or B 1.1S' MIN. EMBED. I 15' MIN. C—SINK 25' MAX. j FSHIMSPACE 1Ho Iz 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS ASFOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES: 5.5 16.5 27.57, 38.375" 49.375' B 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 It 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1' 3", 57, 18.25" 40.57, 59.25", 74.25, 76.25' do 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16GA. x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH2) 16GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW), THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5', 31 , 48.5" 66'. THERE ARE (2) AT THE HEADER AT 4" INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE 2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6 SPACING FOR 1SCREW) IONS TOGETHER ISTH£ SAMEAS TSECURING HE THE MULLPERIMETERANCHORINGSCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOMWITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHEBUCKUSEITEMNO. 12 (110 x 2 SCREW). WHEN ATTACHING THE HINGE TOTHEJAMBANDTHESIDELITEATTHEMULLIONUSEITEM N0. 37 (110 x 7 3/4' SCREW). SEE NOTE 7 SHT. 4 2 4 HINGE JAMB TO BUCK, 0ar 3 H I NT R N v 4 ® STRIKE JAMB TO SIDELITE L .n T I N( A o z Oy 0 NF c+ My813. 684.5531 Br: IJF1 er RW we wo.: 5- 2t5t 4 or I SEE NOT! 3 SHT. 4 SEE DETAIL 'F' SHT. 5 6" 6' 6" 3"tti 6" 6" 3• 3" 6, Ft3• 1 3' 3. £ 3. 6 3• 4 SEE DETAIL SHT. 5 TYP SEE NOTE r 4 SHT. 4 n n — n 13H J J TYP. a h h SEE DETAIL •• G" SHT. 5 as _ T--- 4 63 3_4 3" io I 6' 3• 3 3" 6" 6_ 6, T&TRAL FLORMA B•®.A.Fv DOUBLE DOOR W SI MASTER - A e.357" BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 0 13 r 0 0 13 10 D 1 D DETAIL _F" DETAIL "H ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE PLATETo FRAME DETAIL 'G' AT THE THRESHOLD 13 — C• TYP. 14 TYP. I— 6" 6" -i FZ_ T b SEE NOTE 3 SHT. 4 5 N A N U NIC, Ana SEE DETAIL riN SHT. 5 oIf D" 1 SEE NOTE 4 SHT. 4 W n Q co 000 r; c gon 0 W p 00 2 a 813.684.3831 er TJH er RW Nc ND: 5-2151 5 OF f N \_SEE DETAI N E" SHT. TYR L CENTRAL. F L'. ,A I$o coo Ao' x N UFAC TiU R INANE SEE DETAIL %^%w{ F" SHT. 5 _., / y }— -- .71._cvv. _7j -- FE 3 6' 3' 66. 1-3 3" I I I1ISEE NOTETyp, _ 3 SHT. 4TYPSEENOTENOTE SEE DETAIL 3 SHT. 4 6 SHT. 4 - F" SHT. 5 - - "' o O U Typ SEE DETAIL - - 0. SHT. 5 _ t3 — SEE DETAIL c L SEE DETAIL Typ,'E' SHT. 5 5 N' SHT. 5 TYP. SEE DETAIL 'K. 'K' TYR -M" io SEE NOTE "G" SHT. 5 14 . M. 14 14 _ 4 SHT. 4 — TYP. 7YP. 14 TYP. i - 6?"' 3" 6. 6" - 3" SEE NO6'TE 3' 6" 6" 14 4 SHT. 4 6" 3" 3• TYP. DOUBLE DOOR SINGLE DOOR W/SIDEUTES 453' GLASS SITE 463" CLASS BITE 32 40 t 33 32 EXTER10B 25 1/8" TEMPERED XT RIOR 25 1/8' TEMPERED GLASS 40 GLASS t? ., O 25' AIR Q. Q 25" AIR Q 0 0. 'o ... SPACE Q O ., SPACE o o QO '. O 0 O Y Q i 1/8- TEMPERED i 7 1/8" TEMPERED GLASS INTERIOR i GLASS INTERIOR 36 i Y 4 t wN NOTE . 36 6 n S e z 6 SEE 1 SHT. 4 41 a 25" STEEL a SE NOTE t 25' STEEL INTERCEPT INTERCEPTSHT. 4 SPACER SPACER 5" INSULATED W/ CLASS S' 9T5 LITE INSULATED GLASS FRAME GLA7INC• W / DETAILmLiLITEFRAMEGLASSDETAIL 6 j NOa0 mz1' 2co o i u WrOOmoO zto 4 F YY sulwwo NBULTANIS. wx 2 08 10 01 wL N.T.S. o. W. TJH K. NY: RW awc NO: S-1151 m 6 OF 8 tU1L, ii tiULl :: ,: ,.tom, I... , 4.563' r 1.063" i-- 1 Nn NNO, 2 21 WOOD FRAME 3 FINGER JOINTED PONDEROSA PINE 28 ILL 097' 4 x 4 STEEL DOOR HINGE e 1.077"-'{ e SIDELI1 TOP BO OM RAILTOPBOOMRAIL FINGER JOINTED PONDEROSA PINE x T— 33 PLASTIC LIP LITE FRAME EXTRUDED BTS 2.14t' ---{ F691 n L INSWING SIDE 15 BOTTOM BOOT 0.09' EXTRUDED VINYL WALL O C 1'..:. . ova .,' . . 1:'..L ',: J T LE nLIT I 1.531 " --i 6 " . 526" SIDEI !TF BLANK SIDE STILE O 2.713' FINGER JOINTED PONDEROSA PINE CM (THERM.A-TRU'S POLYPROPLNE) O PI&UC TIP LITE FRAME EXTRUDED TCM o in rn i-- 1.531 —I OFCTOPRAIL WOOD COMPOSITE 1.264' oa ,T o ^, N N FC. LATGH SIDE STILE COMPOSITE T FC, WOOD HINGE SIDE STILE 5.75" T LnN NOc N 1.531' •iO FC BOTTOM RAIL In SELF ADJUSTING -C DLE THRESHOLD t 9WOODCOMPOSITEAII_LMINUM/MNYL .045" WALL ALUM. 080' THK. WALL VINYL TYP. aT . 1 GSS BOTTOM RAIL l i WOOD COMPOSITE u) O-- O ONO So=" 8s0"' N OLjOi w aiET u S U IA W 0 IL u I_ 2.375' 1 lul na NO _ T 1 1 30 WOODCOCK BLOG FINGER JOINTED PONDEROSA PINE Lsli 4.3631 mm 08 10 0' sauc N.T.S ono. sr: TJH CHKRW DAA c onwm+c ra.: 5- 2151 8 1 rMERCLASSIC DOOR SKM Jf0' M. 1HL FIBERGLASS BYTFERMA-TRU with YieW stirroO F min um psi FlBERGLASS 2 3 FC. TOP RAIL i.531 x .94 IIQMLA-TRU Win COLIPOSOE FL LAXW -IRA/ s000 C01FM 1,531 x 1209 t1000 HOOD OokFOSfTE q s It HW STU (14W-MV. FCAVEM PK 1.531 x 1209J Fit BOTTOM RAQ I.S31 x 125 111050-1RU BODD COMPOSOE WOOD M000 6 L RFOAM 1.9lbs. O S FOAM 7 SNORT REACH COMPRMM WE4THERSTRP -TRV FOAM 8 IONC REACH COUPREWM WE47T VWW -INV FOAM 9 10 4 x 4 HINGE .097 THK. ERA"-TRU 10 x 3 4 . PFH WOOD SCREW to Fim1e STEETEEL 11 I SS mu NIL 1331 x _" rte w n IfOW m 12 1110 13 1 x 2 I.G. PFH WOOD SCREW IS x 2 1 PFH WOOD SCREW ST L STEEL f4 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG. STEEL 15 SIDELITE BOTTOM BOOT 0 EXTRUDED VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK SaF AaAlM NSWIhC SAW ALUM. 0OD x WOOD 21 x - RIMfft; M2x . 23 1 KWIKSET TITAN 700 SERIES DEADBOl7 24 25 1 ASTRAGAL WI DJAMBER R WR66T .052 1 GLAZING 2 INSULATED TEMPERED GLASS ZLUM. 6063-76 GLASS 26 ESS. W -w. PONOfA06A FIE 1, I&r x 1.531 WOOD 7 148 x 1 I.G. PANHEAD SHEET METAL SCREW S 8. 29 IWSWM DOOR BOTTOM SWEEP WOOD 30 31 FC WOOD LOCK BLOCK ZM x 1-515 PCDDENOSI PME SS. LAn STILE MIERAWMV. ww WW 1.183 x 1.531 WOOD 1YDOD COLIPOSfIE 32 118 THK. CELLULAR GLAZING TAPE STM-11 APE 33 PLASM LP T7IERYA-TRU BTS 4 CM -7RU r 35 563 x 125 SLAW J" -ARV PCftV SA F6 OOD 6 SDF311E SDE SIXE -TRU 1.551 x .— Pa11EROSA WD D 7 110 x 1 3,14 I.G. PFH WOOD SCREW STEEL 38 SS Iw NA( 1331 x .94RLw_TAU lKmW W0 COAfP0.(IE 39 NOT USED 40 SI ICON ULK SILICONE 41 8-10 z 1 1 2 PLASCREW FOR REM 34 ST L 42 YEW TOP t WMIN NIL IM1 x AW MEW PIE WOOD 43 fS x 2 LG. PFH WOOD SCREW ST EL 7T t L 38 SS. TOP RAIL WOOD COMPOSITE 592" N O ' 1 179" N R H NPR I N W 1H R IP FOAM CELL CORE INIONYL JACKET 3' I nH 579 Obi Oj . 171 } COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357' OM ASTRAGAL DRILL TRU FOR A IS RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WR68T STRIKE PLATE 31 __ 1.531 " --i cc t ATCH SIOF STI F COMPOSITE T ASTPAGALR AWIAEI n MATERIAL: C/RdoYELLOW CHP 7 7T iN ASTRAGAL HAS 2) 8.0- BOLTS A BOTTOM 2) 8.0- BOLTS O TOP 24 WINDJAMBER If ARE 87ASTRAGAL ( ALUMINUM 052" WALL TYP ) t' v I( J me SULTAWM. xC 813. 684,3831 N. T.S. BY: TJH wr: RW 4 wt S- 2151 B or ! JUN-2t-2002 09=52 MILESTONE WINDOWS 407 323 9729 P.02 E&Vdas M kt.aik?uhr"' rr June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Bullding, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 407)836-S760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "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 th") 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 ',4" and a precast sill's thickness will exceed 1 %'. The drawings clearly delineate the requirement that a minimum embedment depth of 1 'A' must be maintained by the installer. It is up to- the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 %0. Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as '-1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than i 1/2" is acceptable. The definition of a non-structural buck is based on Section 1707.4.4.2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 TmIh AM hitemfi JIlCtL,hr- The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE ramoruso.pe(afloridagxxtruders com Florida PE License No. 49752 Florida Extruders International, Inc. Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G15-23,001, F.A_C A rubber stamp seal was also applied to fadlitate reproduction for Orange County Building Division Masterfile scanning. 001111111Il111r'iJ. IF1C-4 5 * 3o/ZJIv- Zrj oZ 2540 3owett bane, Sanford, FL 32711-1600 • (407) 323-3300 • Fax (407) 322-3337 I. CUSTOMER All CENTEX ORLANDO NOTES: THIS oRAwR10 is ME PROPERLY OF UNIVERSAL / SNpFENER LISLC. ANDNOTTO6EUSED FOR N PURPOSE OEIRIMENTAL To THE l z PROJECT. INIER641 of uNP.£arL / SHofTW LLC. MIS MUST BE IN C@MUNCDON 35742NDFLOORORANYqUSED4 ALL DT"" TECHNDAL °RNYNDS x PPuco bRK1NODATE: QUALITY PRODUCTS FOR QUALITY BUILDERS 6Y SHOFFNER EVOUSiRIES, INC. ANO w000 i"' Pus: -0 ey ARY AND RECGMMENOA- NSTRIITEFa °BNoYSWSTAAND IN EEKCRNO SCALE; N.T.S. IRUSSPL (RN IS IOCATEO AT SIl OOHORIO OR. RENSION: DATE: Bl: SURE R00 MA ISON. " S3710 QI) Ill-5400 IN In UNIVERSAL FOREST PRODUCTS SHOFFNE& LLC. 111 5631 S. NC 62 PHONE (600) 474-6.716 It 6U.NGTON. HC 27215 FAX (33e)'226-6403 Fot 'li. ;_'004 o:F 0AM ROOF TRUSS LAYOUT "DT) N.T.S. CUSTOIACR NAME: I1; CENTEh' ORLANDO NOTES: Tm auwm 6 A( PRwEATr of UW3t AL / DWKWA LLC. AM 6 NQT TO K USED TOR Wf mJM-0sc//OCIFO"AL TO THE TT6 ORAIFgO B[ U M uC01Mm" 0 T,C1IlRYE , s Qf MOM" I.M47f IES. W- 00 OOc[I TM PlW OQYIOff.W! MO KArt ln1- M " , M0=MMMv (TpO 15 L MRO AT 383 CrCWM OR Sff 900 YAO6LM• M QT7TY79 UNIVERSAL FORT S"r i,inmcrs SII()ffNLR, I.I.C. SW I S. HC E2 RtlRC (MO) 17E-p330 pA1RlMTTMI, NC 27215 fAk (1M) 2]6-94(1J PROJECT: 35 7 4 D ROOF OATE: 10-OJ-QI QUALITY PRODUCTS FOR QUALITY BUILDERSSCALE m: I..i RECISION: w DATE B1': REVISIOT(:-..-__. DATE gf: Universal Forest Products° Re: 54600994 Centex Homes Orlando 3514 2nd. Floor 53 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: 53908744 FG13 53908744 FT1 53908744 FT01 53908744 FT2 53908744 FT5 53908744 FT7 53908744 FT8 53908744 FT9 53908744 FT12 53908744 FT13 53908744 FT14 53908744 FT15 53908744 FT16 53908744 FT21 Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5 My license renewal date for the state of Florida is February 28, 2005 5/6/2004 7he M. Presley Licens # 55886 seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 'I'el: (336) 226-9356 Vax: (336) 476-9146 Truss Truss Type Qty Ply Centex-Orlando/3514 2nd sk/5-19-3 FG13 FLOORJob53908744 Reference( rsal ForestProducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:27:30 2003 Page 1 1 I- 1=22 -I Scale . 1:34. 7x8 = 1.5x3 = 3x6 FP= 3x6 FP= 1.50 = 7x8 = 7x6 = 3x6 11 3x6 II 3x6 11 7x6 = 7x8 = 7x8TP = A B C 0 E F G H I J K 9 m 6 v U T S R a P O N M 7x6 = 7x10 M1118H= 7x8 = 7x6 = 3x6 II 300 M1118H FP= 7x8 = 700 MI118H= 7x6 = 300 M1118H FP= 3x6 11 7x6 = 3-10-13 1 6-3-0 8-7-3 10-11-6 13.3-9 15-7-12 17-11-15 , 19-6- 8 19-6-8 Plate Offsets (X,Y): A:Edge 0-3-0 , [A:0-1-8,0-0.8], [K:0-1-8,0-0-8][K:0-3-0,Edge], [LEdge,0-3-0], [W:Edge,O-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.51 Q-R >450 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.70 Q-R >327 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.11 L n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 170 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 4.9-4 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=2683/0-8-0, W=2683/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD A-W=-2668, K-L=-2668, A-B=-3033, B-C=-7267, C-D=-7267, D-E=-10155, E-F=-11581, F-G=-11581, G-H=-10155, H-1=-7267, I-J=-7267, J-K=-3033 BOT CHORD V-W=O, U-V=5586, T-U=9075, S-T=11216. R-S=11216, Q-R=11922, P-O-11216, O-P=11216, N-0=9075, M-N=5586, L-M=0 WEBS A-V=3845, 8-V=-3475, B-U=2339, D-U=-2410, D-T=1469, E-T=-1444, E-R=497, F-R=-464, F-Q=-464, G-Q=497, G-0=-1444, H-0=1469, H-N=-2410, J-N=2339, J-M=-3475, K-M=3845 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: L-W=-10.0, A-K=-270.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FG13 b Truss Truss Type Qty Ply Centex-Orlando/3514 2ndfjsk/5-1 9.3 530908744FT1 rb6"0R 1 1 J_ ob Reference(optional)_ Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 0003 MiTek Industries, Inc. Mon May 19 14:15:45 2003 Page 1 I Scale - 1:30. 3x6 FP= A 8 C D E F G H I J K L M N O PTI 1 1 1 1 1 Ell Ell 1 1 1 1 1 11 Al a A RD 3x6 FP= 3x4 = 18-6.8 LOADING (psf) TCLL 40.0 SPACING 2-0.0 CSI Plates Increase 1.00 TC 0.05 DEFL in (loc) I/deft Vert(LL) n/a n/a PLATES GRIP TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 Q n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 81 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) Q=47/18-6-8, AF=56/18-6-8, AE=142/18-6-8, AD=148/18.6.8, AC=146/18-6-8, AB=147/18.6-8, AA=147/18-6-8, Z=147/18-6-8, Y=147/18-6-8, X=147/18-6-8, W=144/18.6.8, U=145/18-6-8, T=146/18-6-8, S=149/18-6-8, R=137/18-6-8 Max Horz AF=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AF-AG=-50, AG-AH=-50, A-AH=-50, Q-AI=-42, P-AI=-42, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F-G=-6, G-H=-6, H-I=-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6, N-O=-6, O-P=-6 BOT CHORD AE-AF=O, AD-AE=O, AC-AD=O, AB-AC=O, AA-AB=O, Z-AA=O, Y-Z=O, X-Y=O, W-X=O, V-W=O, U-V=6, T-U=6, S-T=6, R-S=6, Q-R=6 WEBS B-AE=-131, C-AD=-134, D-AC=-133, E-AB=-133, G-AA=-133, H-Z=-133, 1-Y=-133, J-X=-133, K-W=-133, L-U=-133, M-T=-133, N-S=-136, O-R=-125 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4.0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are foradministrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard n 1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT1 Job uss Truss Type Qty Ply Centex-Orlando/3514 2ndlsk/5-1,9-3 5390874401 FLOOR ?.. 1 1I Job Reference o tional _ Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:46 2003 Page 1 I Scale - 1:36. Us FP = A 8 C D E F O H I J K L M N O P Q R S T 1 t1El 1=1S 1 S 1 1 1 1 1 1 1 1 1 A o eIt Y 36 FP- U4 = 23-10-8 - I 23-10-8 LOADING (psf) TCLL 40.0 SPACING 2-0-0 CSI Plates Increase 1.00 TC 0.05 DEFL in (loc) I/defl Vert(LL) n/a n/a PLATES GRIP TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WS 0.03 Horz(TL) 0.00 U n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) AN=56/23-10.8, U=47/23-10-8, AM=143/23-10-8, AL=148/23-10-8, AK=146/23-10-8, AJ=147/23-10-8, AI=147/23-10-8, AH=147/23-10-8, AG=144/23-10-8, AE=145/23-10-8, AD=147/23-10-8, AC=147/23-10-8, AB=147/23-10.8, AA=147/23-10-8, Z=147/23-10-8, Y=147/23-10-8, X=146/23-10-8, W=149/23-10-8, V=137/23-10-8 Max Horz AN=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AN -AO= 50, AO-AP=-50, A-AP=-50, U-AQ=-42, T-AQ=-42, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F-G=-6, G-H=-6, H-I=-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6, N-O=-6, O-P=-6, P-Q=-6, Q-R=-6, R-S=-6, S-T=-6 BOT CHORD AM-AN=O, AL-AM=O, AK-AL=O, AJ-AK=O, AI-AJ=O, AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=6, AD-AE=6, AC-AD=6, AB-AC=6, AA-AB=6, Z-AA=6, Y-Z=6, X-Y=6, W-X=6, V-W=6, U-V=6 WEBS B-AM=-131, C-AL=-134, D-AK=-133, E-AJ=-133, F-AI=-133, G-AH=-133, H-AG=-133, I-AE=-133, J-AD=-133, K-AC=-133, M-AB=-133, N-AA=-133, O-Z=-133 P-Y=-133, Q-X=-133, R-W=-136, S-V=-125 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1.4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT01 b Truss uss Type Qty Ply Centex Orlando/3514 2ndlsk/5-18-3 53908744jFCOGRF72 8 1 Job Reference o tionalUniversalFo}est Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:46 2003 Page 1 I 1-3-0 1 t 1 7-12--I [----20---i I 1-7-12 Scale 1:30. 1.5x3 II 1.5x3 = 3x4 = 1.5x3 11 1.50 = 3x6 = 3x6 FP= 30 = 1.50 11 1.5x3 II 3x4 = 3x4 = 3x6 = 1.5x3 = A 8 C D E F Q H I J K 3 W o u — — — -- — — -- ; — r S R Q P O N M 3x4 = 3x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x6 FP= 3x6 = 3x6 = 2-9-0 , 5-3.0 1 8-1-12 _ 10-4.12 13-3-8 15-9-8 , 18-6-8 18-6-8 Plate OffsetsLX Y): P:0-1-8,Edge], [Q:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.28 P-Q >784 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.38 P-Q >571 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min 1/defl = 360 Weight: 94 lb BRACING - LUMBER TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=996/0-3-8, T=1003/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD T-U=-38, U-V=-38, A-V=-38, L-W=-38, K-W=-38, A-8=0, B-C=-1801, C-D=-3003, D-E=-3003, E-F=-3745, F-G=-3745, G-H=-3745, H-1=-3026, IJ=-1838, J-K=-2 BOT CHORD S-T=1035, R-S=2539, Q-R=3439, P-Q-3745, O-P=3454, N-0=2569, M-N=2569, L-M=1078 WEBS B-T=-1406, J-L=-1432, B-S=1066, J-M=1057, C-S=-1027, I-M=-1018, C-R=644, 1-0=636, E-R=-606, H-0=-595, E-Q=375, H-P=356, F-Q=-190, G-P=-183 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ry Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT2 Job Truss Truss Type Qty Ply Centex -Orlando/351 4 2ndflsk/5-19-3 53908744 FT5 FLOOR 2 1 r." Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 M Tek Industries, Inc. Mon May 19 14:15,47 2003 Page 1 13-0 I-1,7-12 i F-- 2-0.0 I I— 1-1-4 i Scale - 1:25. t.5x3 11 1.50 = 34 1.50 = 3x4 = 3x4 = 3x4 = 1.5x3 11 3x4 = 1.50 = A B C D E F3x4 = O H O N M L K J 3x4 = 3x4 = 3x4 = 3x4 = 1.50 11 30 = 3x6 = 3x4 8 3 4- 2-9-0 53-0 8-3-4 10-3-4 1 11-6-0 14.0-0 15-6-0 15-6-0 Plate Offsets X Y :.[F:0-1-8,EdgeH.0.1-8EM:0-1-8,EdJ SPACING 2-0-0 gel LOADING (psf) CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 TCDL 10.0 Plates Increase 1.00 Lumber Increase 1.00 TC 0.62 Ved(LL) -0.23 M-N >791 TL20 245/193 BC 0.83 Vert(TL) -0.32 M-N >567 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 1 n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 79 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) P=835/0-8-0, 1=829/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD P-Q=-36, Q-R=-36, A-R=-36, 1-S=-828, H-S=-827, A-B=O, B-C=-1442, C-D=-2328, D-E=-2501, E-F=-2501, F-G=-1986, G-H=-822 BOT CHORD O-P=853, N-Q=2016, M-N=2567, L-M=2501, K-L=2501, J-K=1528, 1-J=43 WEBS E-M=-42, F-L=197, B-P=-1159, B-0=819, C-O=-799, C-N=434, D-N=-333, D-M=-82, H-J=1059, GJ=-982, G-K=637, F-K=-742 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard A Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT5 Truss Truss Type Qty Ply Centex-Orlando/3514 2nd/jsk/5-19-3 FT7 FLOOR 1 1 Job Reference o tionalpUniversalProducts,lnc., Burlington, NC 2721,.Jeff-Kbrr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:47 2003 Page 1 I Scale - 1:32. 3x6 FP= A B C 0 E F O H I J K L M N O P O R 1 1 1 1 1 1 1 1 1E 1 1 Ell 1 1 1 10 A MOM- 3x6 FP= 20-6-0 20-6-0 LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 CSI TC 0.05 DEFL in (loc) Well PLATES GRIP Vert(LL) n/a n/a TL20 245/193TCDL10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 90 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) S=-5/20-6.0, AJ=53/20-6-0, AI=146/20-6-0, AH=147/20.6.0, AG=147/20-6-0, AF=147/20-6-0, AE=147/20-6-0, AD=147/20-6-0, AC=147/20-6.0, AB=147/20-6-0, AA=147/20-6-0, Z=145/20-6-0, X=144/20-6-0, W=147/20-6-0, V=145/20-6-0, U=152/20-6.0, T=108/20.6-0 Max Horz AJ=4(load case 1) Max UpliftS=-5(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK=-48, AK-AL=-48, A-AL=-48, S-AM=10, AM-AN=10, R-AN=10, A-B=-4, B-C=-4, C-D=-4, D-E=-4, E-F=-4, F-G=-4, G-H=-4, H-I=-4, I-J=•4, J-K=-4, K-L=-4, L-M=-4, M-N=-4, N-O=-4, O-P=-4, P-Q=-4, Q-R=-4 BOT CHORD Al-AJ=O, AH•AI=O, AG-AH=O, AF-AG=O, AE-AF=O, AD-AE=O, AC-AD=O, AB-AC=O, AA-AB=O, Z-AA=O, Y-Z=O, X-Y=4, W-X=4, V-W=4, U-V=4, T•U=4, S-T=4 WEBS B-AI=-132, C•AH=-134, D-AG=-133, E-AF=-133, G-AE=-133, H-AD=-133, I-AC=-133, J•AB=-133, K•AA=-133, L-Z=-133, M-X=-133, N-W=•134, O-V=-132, P-U=-138, 0-T=-104 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint S. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. LOAD CASE(S) Standard n ' Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT7 Uua Job Truss Truss Type Qty Ply Centex-Orlando/3514 2ndlsk/5-18.3 53908744 FT8 FLOOR 11 1 Job Referenced tional- Universal Forest Products,lnc., Burlington, NO 02 2215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 19 14:15:48 2003 Page 1 I I 1-3-0 i [- 1-4 8 -if-00 li- 1-4-8 Scale a 1:34. 5x4 = 5x4 = 1. 5x3 = 1,5x3 = 1. 5x3 = 3x5 = 3x4 = 3x6 FP= 3x4 = 1.5x3 II 1.50 II 3x4 = 3x4 = 3x5 = 1.5x3 = A 8 C D E F G H 1 I J K x \ it , \ /i 3 ol v U T S R p P G N M 1. 5x3 11 5x5 = 3x5 = 3x4 = 3x4 = 3x4 = 3x4 = 300 M1118H FP= 5x5 = 1.5x3 II 3x5 = Seat Plate Here 9- 3•U -- -i 6- 6.0 _i 9.1-8 , 11.4.8 14-0-0 1 16-6-0 19-0-0 20 6-0 i 20- 6-0 LO- 1-8,Edgel[Q:0-1-8Edgel, R:0-1-8,Edgel rLOADING SPACING 2-0-0 Plates Increase 1.00 CSI DEFL in (loc) I/defl PLATES GRIP TC 0.48 Vert(LL) -0.40 Q-R >607 TL20 245/193 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.55 O-R >441 Rep Stress Incr YES WB 0.59 Horz(TL) 0.09 L n/a Code FBC2001 Matrix) 1st LC ILL Min I/defl = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS4X2SYPNo.3 REACTIONS ( lb/size) L=1107/0-8-0, V=1107/0-8-0 FORCES ( lb) - First Load Case Only TOP CHORD V-W=-1100, W-X=-1100, A-X=-1100, L-Y=-1100, Y-Z=-1100, K-Z=-1100, A-B=-1082, B-C=-2809, C-0=-3931, D-E=-3931, E-F=-4567, F-G=•4567, G-H=-4567 H- 1=-3931, I-J=-2809, J•K=-1082 BOT CHORD U-V=O, T•U=2093, S-T=3499, R-S=4336, O•R=4567, P-0=4336, O-P=3499, N-0=3499, M-N=2093, L-M=0 WEBS A-1.11=1471, K-M=1471, B-U=-1405, J-M=-1405, B•T=996, J-N=996, C-T=-960, I-N=-960, C-S=601, I-P=601, E-S=•564, H-P=-564, E-R=301, H-0=3011 F- R=-171, G-O=-171 NOTES ( 3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/ Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT8 Job ss Truss Type OilyCentex -Orlando/351 4 2ndf1sk/5J9-3FFT, 53908744 FLOOR.. Job Reference foptional)____ Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:48 2003 Page 1 I i 13 I 1-5-0 2-0-0 „ 1-5-0 , Scale - 1:34.1 5x4 = 1.5x3 = 5x4 = 1.5x3 = 3x5 = 3x4 = 34 FP= 3x4 = 1.50 11 1.50 11 3x4 = 3x4 = 3x5 = 1.5x3Ti = A B C 0 E F G H I J K U T S n Q P O N M 1.5x3 I I 5x5 = 3x5 = 3x4 = 3x4 = 3x4 = 3x4 = 3x10 M1118H FP= 5x5 = 3x4 = 3x5 = 0-3-8 I__ 1-6-0 4-0-0 1 6-6.0 9-2-0 11-5-0 14-1-0 L 16-7-0 19-1-0 20-7-0 , 20-7-0 PlateOffsetsLXn: A:Edge,0.1-8],[K 1-8,Edae1,-f4:0-1-8,Edge]1R:0-1-8,Edge] LOADING (psf) TCLL 40.0 SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP Plates Increase 1.00 TC 0.49 Vert(LL) -0.41 Q-R >595 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.56 Q-R >432 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.10 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5.11-3 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1109/03.8, V=1115/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1108, W-X=-1108, A-X=-1108, L-Y=-1103, K-Y=-1102, A-B=-1091, B-C=-2834, C-D=-3973, D-E=-3973, E-F=-4634, F-G=-4634, G-H=-4634, H-1=-3995, I-J=-2869, J-K=-1141 BOT CHORD U-V=O, T-U=2110, S-T=3532, R-S=4387, Q-R=4634, P-0=4401, O-P=3561, N-0=3561, M-N=2152, L-M=57 WEBS A-U=1483, K-M=1474, B-U=-1417, J-M=-1407, B-T=1007, J-N=997, C-T=-971, I-N=-962, C-S=613, I-P=604, E-S=-576, H-P=-564, E-R=319, H-0=301, F-R=-177, G-Q=-169 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard I n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT9 Job Truss Truss Type Oty Ply Centex-Orlando/3514 2ndlsk/549-3 ' 53908744 FT12 FLOOR S 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:49 2003 Page 1 3.U—I 1-5-8 +[ 2-0-0 Scale . 126. 5x4 = 1.5x3 = 5x4 = 5x4 = 1.5x3 = 3x4 = 3x4 = 3x4 = 1.5x3 II 1.5x3 II 3x6 FP= 3x4 = 1.5x3TOABC T1 0 E F O H I J V --- /j/ 3 I - \ \ - / w o S R O P O N M L 1,5x3 II 5x4 = 3x4 - 3x6 FP= 3x4 = 3x4 = 5x4 = 3x4 = 5x4 = 3x4 = 9.4-0 1 6-0 4-0-0 6-6-0 9 2 8 9-A-0 11-4-0 11r5-8 13-2-8 1 15-8-8 17-2-6 17-2-8 Plate Offsets (X,Y): A:Ed a 0-1-8 J:0_1-8,Edge], [N:0-1-8,Edge), [0:0-1-8 Edge) LOADING (psf) TCLL 40.0 SPACING 2-0-0 CSI Plates Increase 1.00 TC 0.86 DEFL in (loc) I/deft Vert(LL) -0.30 O-P >675 PLATES GRIP TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.42 O-P >487 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.06 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 360 Weight: 89lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-8-7 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) T=929/0-8-0, K=923/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD T-U=-925, U-V=-925, A-V=-925, K-W=-923, J-W=-922, A-B=-892, B-C=-2244, C-D=-3031, D-E=-3095, E-F=-3095, F-G=-3095, G-H=-2250, H-1=-2250, 1-J=-939 BOT CHORD S-T=-O, R-S=1717, Q-R=2759, P-Q=2759, O-P=3228, N-0=3095, M-N=2798, L-M=1751, K-L=48 WEBS E-0=18, F-N=-485, A-S=1213, B-S=-1147, 8-R=733, C-R=-716, C-P=378, D-P=-274, D-0=-169, J-L=1212, I-L=-1129, I-M=694, G-M=-762, G-N=704 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard n dustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT12 Job Truss Truss Type Oty Ply Cent ex-Orlando/3514 2ndCsk/5 19-3 53908744 FT13 FLOOR F , ,' Job Reference(o tional) Universal prest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:49 2003 Pagel I Scale _ 1:22. A 8 C 0 E F Q H I J K L Z t 1 4a Y Li F- -- - 14-2.0 14-2-0 LOADING (post) TCLL 40.0 SPACING 2.0-0 Plates Increase 1.00 CSI DEFL in (loc) I/defl PLATES GRIP TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 M n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) X=53/14-2.0, M=24/14-2-0, W=146/14-2-0, V=147/14-2-0, U=147/14-2-0, T=147/14-2-0, S=147/14-2-0, R=147/14.2-0, 0=147/14-2-0, P=145/14.2-0, 0=152114-2-0, N=116/14-2-0 FORCES (lb) - First Load Case Only TOP CHORD X-Y=-48, Y-Z=-48, A-Z=-48, M-AA=-19, AA-AB=-19, L-AB=-19, A-B=-3, B-C=-3, C-D=-3, D-E=-3, E-F=-3, F-G=3, G-H=-3, H-I=-3, 1-J=-3, J-K=-3, K-L=-3 BOT CHORD W-X=3, V-W=3, U-V=3, T-U=3, S-T=3, R-S=3, 0-R=3, P-0=3, O-P=3, N-0=3, M-N=3 WEBS B- W=-133, C-V=-134, D-U=-133, E-T=-133, F-S=-133, G-R=-133, H-¢_-134, I-P=-132, J-O=-138, K-N=-108 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT13 Job Truss Truss Type Qty Ply Centex-Orlando/3514 2ndfjsk/5-19-3 53908744 FT14 PLOOR 1 Job Reference (optional) niversalUFsrest Products,lnc., Burlington, N0 27 15 Jeff Kerr 5.000 s Feb 20 2003 MiTek industries, Inc. Man May 19 14:15:50 2003 Page 1 130 ) 0110 Scale = 1:23. 3x4 = 3x4 = 1. 5x3 = 1.50 = 1. 5x3 = 3x4 = 3x4 = 1.5x3 II 1.5x3 II 3x4 = 3x4 = 1.5x3 = A 8 C 0 E F Q H TI S O N M L 3x4 — K J 1. 5x3 11 3x5 = 3x4 == 3x4 = 3x4 = 3x5 = 1.5x3 11 - 1- 6-0 4-0-0 6 6-0 7.8-0 10-2-0 12-8-0 14 2-0 14- 2-0 Plate Offsets X Y : H:0 1-8 Edge1,_[L:0-1-8 E, d9e), [M:0-1-8, Edgej LOADING ( psf) TCLL 40.0 CSI DEFL in (loc) I/deft PLATES GRIP TC 0.33 Vert(LL) -0.10 M >999 TL20 245/193 SPACING 2.0-0 Plates Increase 1.00 TCDL 10D Lumber Increase 1.00 BC 0.51 Vert(TL) -0.13 M >999 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 1 n/a BCOL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6.0-0 oc purlins, except end verticals. BOTCHORD4X2SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS4X2SYPNo.3 REACTIONS ( lb/size) P=759/0-8-0, 1=759/0.8-0 FORCES ( lb) - First Load Case Only TOP CHORD P-Q=-753, Q-R=-753, A-R=-753, 1-S=-753, S-T=-753, H-T=-753, A-B=-707, B-C=-1709, C-D=-2152, D-E=-2152, E-F=-2152, F-G=-1709, G-H=-707 BOT CHORD O-P=O, N-0=1361, M-N=2029, L-M=2152, K-L=2029, J-K=1361, 1-J=0 WEBS H-J=961, A-0=961, G-J=-909, B-0=-909, G-K=484, B-N=484, F-K=-445, C-N=-445, F-L=167, C-M=167, D-M=-97, E-L=-97 NOTES ( 2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/ Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT14 ob Truss Truss Type Qty Ply Centex-Orlando/3514 2nd sk/5-f9-3 FT15 FLOOR 6 1Job 5,139067144 Reference laptionalniversalFdrestProducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:50 2003 Page 1 1 1 1-3-0 i 2-0-1 -10.1 Scale - 1:32. 5x4 = 1.5x3 = 3x4 = 5x4 = 1.50 = 3x8 FP= 3x4 = 3x4 = 1.5x3 II 1.5x3 II 3x4 = 3x4 = 3x4 = 1.50 A 8 C 0 E F O H I J KT.1_- 077 W R7 U T S R a P Q N M 1.50 II 5x5 = 3x4 = 3x4 = 3x4 = 3x4 = 3x10 M1118H FP= 3x4 = 5x5 = 3x4 = 30 9-4 _ 1 1-6-0 4-0-0 6-6-0 8.7.12 10-10-12 13-0-8 1_ 15-6-8 18.0.8 19-6-8 19-6-8 Plate Offsets (X,Y): A:Edge,0-1-81,_[K:0-1-8,Edge], [Q:0.1-8,Edge], [R:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.33 Q-R >692 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.46 Q-R >503 BOLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 100 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.t BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1051/0.3-8, V=1058/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1051, W-X=-1051, A-X=-1051, L-Y=-1046, K-Y=-1045, A-B=-1029, B-C=-2654, C-D=-2654, D-E=-3673, E-F=-4166, F-G=-4166, G-H=-4166, H-I=-3692 I-J=-2687, J-K=-1076 BOT CHORD U-V=-O, T-U=1989, S-T=3293, R-S=4030, Q-R=4166, P-0=4041, O-P=3318, N-0=3318, M-N=2029, L-M=54 WEBS A-U=1399, K-M=1389, B-U=-1335, J-M=-1325, B-T=926, J-N=915, D-T=-888, I-N=-879, D-S=529, I-P=520, E-S=-497, H-P=-485, E-R=218, H-O--201, F-R=-148, G-Q=-139 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT15 53908744 IFT16 L K 1.50 = A 1.50 II 1.5x3 = FLOOR I 1 B 1.5x3 II C1.5x3 II 11 JtJ Reference (o tional) s Feb 20 2003 MiTek Industries, Inc. Mon May 9-3 ' 19 14:15:51 2003 Page 1 scale - 1:1e. 1.513 II D 1.5x3 II E 1_5x3 = 1.5x3 = 1.5x3 11 1.5x3 11 1.5x3 11 1.5x3 11 1.5x3 11 5-5-0 N 4a M LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Vdefl = 360 Weight: 26 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-5-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) J=57/5-5-0, F=61/5-5.0, 1=142/5-5-0, H=148/5-5-0, G=148/5-5-0 FORCES (lb) - First Load Case Only TOP CHORD J-K— 50, K-L=-50, A-L=-50, F-M=-54, M-N=-54, E-N=-54, A-B=-6, B-C=-6, C-D=-6, D-E=-6 BOT CHORD I-J=6, H-1=6, G-H=6, F-0=6 WEBS B-I=-130, C-H=-134, D-G=-135 NOTES (5) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT16 Job Truss Truss Type ply I 53908744 FT21 FLOOR 9 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb-; I I -3-o-I I--1-7 12 -II 1.5x3 II 1.5x3 = 1.5x3 = 3x4 = 3x4 = 3x4 = 1.5x3 II 3x4 = 3x4 = A B C D 5 F a Job Reference nd7Jsk/5;19-3 + it Mon May 19 14:15:51 2003 Page 1 f101 Scale = 1:39. 3x4 = 3x6 FP= 5x4 = 5x6 = 1.5x3 11 3x4 = H I J K L M 3x6 = N O 3x4 113x4 = AA Z Y x W v U T S R D P 3x4 = 3x4 = 3x4 = 1.5x3 11 3x6 FP = 5x4 = 3x6 = 5x4 = 1.50 11 3x4 = 3x4 = 3x4 = 2-9-0 _-_ 5-3-0 8-3-4 10-3.4_ 10-11r0 13-5-0 1 15.11-0 18-6-8 ,19-11-0, 21-3-Q , 22-6.0_r 24-0-0 24-0.0 LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2001 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 CSI DEFL in (loc) I/defl PLATES GRIP TC 0.77 Vert(LL) -0.26 Y-Z >845 TL20 245/193 BC 0.96 Vert(TL) -0.36 Y-Z >609 WB 0.49 Horz(TL) 0.06 S n/a Matrix) 1st LC LL Min I/dell = 360 Weight: 126 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) AB=919/0-8-0, 0---19/Mechanical, S=1706/0-3-8 Max UpliftO=-257(load case 2) Max GravAB=919(load case 1), 0=233(load case 3), S=1706(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AB-AC--37, AC-AD=-37, A-AD=-37, N-O=-2, A-13=0, B-C=-1621, C-D=-2664, D-E=-3124, E-F=-3124, F-G=-2926, G-H=-2061, H-I=-681, I-J=-681, J-K=1394, K-L=518, L-M=518, M-N=161 BOT CHORD AA-AB=944, Z-AA=2277, Y-Z=3002, X-Y=3124, W-X=3124, V-W=2587, U-V=1511, T-U=1511, S-T=-187, R-S=-1394, O-R=-518, P-O---518, O-P=0 WEBS E-Y=-116, F-X=148, K-S=-744, B-AB=-1282, B-AA=942, C-AA=-912, C-Z=538, D-Z=-470, D-Y=149, J-S=-1607, J-T=1207, H-T=-1154, H-V=766, G-V=-731, G-W=472, F-W=-454, N-P=-214, K-R=1145, M-P=486, L-R=-364, M-O=-382 NOTES (5-6) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint O. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) THA422: rIGHT end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT21 Universal Forest Products' Re: 54600993 Centex Homes Orlando 3514 D 53 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: 54906342 G1A 54906342 M413 54906342 H1B 54906342 M4A 54906342 1-11C 54906342 MGE4 54906342 H1D 54906342 G2 54906342 WE 54906342 H1F 54906342 H1G 54906342 H1H 54906342 T2C 54906342 T2D 54906342 EJ7 54906342 EJ7A 54906342 G3C 54906342 HJ7 54906342 CJ5 54906342 CJ3 54906342 CJ1 54906342 MV2 54906342 MV4 54906342 MV6 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL Wind: ASCE 7-98 per FBC2001; 110 mph; h = 22 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 Zz ;- 5!6/2004 John eesley License 55886 e seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. 10 Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226 -9356 Fax: (336) 476-9146 54906342 G1A IHIP' I1 I n I L LJUniv-Qrsal Forest Products,Inc., Burlington, NC 27215, Jeff Derr 5.200 s Sep 30 2003 7-0-0_1 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 41.0 0 1-0-0 7-0-0 6-6-14 6-5-2 6.5-2 6-6-14 7.0-0 1-0-0 Scale e 1 A Cam_ 5x7 TL20= 5x8 TL20= 5.00 F12 3x6 TL20= 2x3 TL2011 3x10 M1118H= 3x6 TL20= 5x8 TL20= C 0 E F C3 H w1 I, w1 2 w1 wt 81 J o N M P L 2x5 TL20 11 5x6 TL20= 7x8 TL20= 54 TL20= 7-1-12 13-6-14 20-0-0 29-8i12 26-5-2 7-1-12 6-5-2 6-5-2 0-8-12 5-8-6 2x5 TL20 11 i2.10.4 40.0-0 6-5-2 7.1-12 5x7 Plate Offsets X Y: 8:0-3-8,0-2-11), C:0-5-12 0-2-8 H:0-5-12 0-2-8 1:0-3-8 0-2-1 1 M:0-4-0 0-5-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.59 L-M 812 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 1.29 L-M 370 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.17 1 n/a n/a BCDL 10.0 CodeFBC2001frP12002 Matrix) Weight: 433lb LUMBER TOP CHORD 2 X 4 SYP No.2 'Except' T3 2 X 4 SYP No.1, T2 2 X 4 SYP No.1 BOT CHORD 2 X 6 SYP No.1 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=2669/0-3-8, 1=3360/0-3-8 Max Horz B=72(load case 4) Max UpliftB=-601(load case 3), 1=-866(load case 3) BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/26, B-C=-6185/1519, C-D=-9590/2549, 0-E=-12536/3439, E-F=-12536/3439, F-G=-12536/3439, G-H=-11435/3146, H-1=-7975/2103, 1-J=0/26 BOT CHORD B- O=-1319/5633, N-O=-1315/5643, M-N=-2440/9590, M-P=-3037/11435, L-P=-3037/11435, K-L=-1859/7303, 1-K=-1863/7292 WEBS C-0=0/202, H- K=0/210, D-N=-1712/589, E-M=-589/257, G-L=-1388/494, C-N=-1228/4420, D-M=-975/3271, G-M=-321/1206, H-L=-1285/4510 NOTES (11) 1) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 123.51b up at 33-0-0 on top chord, and 1109.01b down and 355.61b up at 20-8-12 on bottom 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(.148"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 6 - 2 rows at 0-7-0 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 123.51b up at 33-0.0 on top chord, and 1109.01b down and 355.61b up at 20-8-12 on bottom 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 tc 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; 110mph ( 3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; M W FRS gable end zone; cantileverleft and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 6) Provide adequate drainage to prevent water ponding. 7) All plates are M1120 plates unless otherwise indicated. 8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 lb uplift at joint B and 866 lb uplift at joint I. 10) Special hanger(s) or otherconnectiondevice(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 123.51b up at 33-0- 0 on top chord, and 1109.01b down and 355.61b up at 20-8-12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 11) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relatetoaspecificbuilding. 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 (plo Vert: A-C=- 60, C-E=- 60, E-H=-131(F=-71), H-J= 60, B-M=-20, K-M= 44(F=-24), I-K= 20 Concentrated Loads (lb) Vert: H=-385( F) P=-1109( F) Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342G1 A Job Truss Truss Type Oty Ply Centex-Orlando/3514-Dlsk/3.2-4 . - 54906342 H18 HIP- 1 2 Job Reference oetlonaljUniversalForestProducts,lnc., Burlington, NC 27215, Jeff Ke 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 02 12:49:57 2004 Page 1 1-0-p 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0h—- —I -4- 1-0-0 7-0-07-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 1-0-0 Scale v 1:69. 5x8 TL20= 5.00 F12 3x6 TL20= 2x3 TL2011 3x10 MI118H= 3x6 TL20= 5x8 TL20= C 0 E F G H j W1 IVR W1 W1 { WIV I Aif yI11FJ of.= 14 5x7 TL20= G N M L K 5x7 TL20= 2x5 TL20 11 5x6 TL20= 7x6 TL20= 5x6 TL20= 2x5 TL2011 f7- 1-12 _ 13-6-14 F 20-0-0 26-5.2 32-10-4 40-0-0 7.1- 12 6-5-2 6-5-2 6-5-2 6-5-2 7-1-12 Plate Offsets ( X,Y): 6:0-3-8,0-2-11jLC:0-5-12 0-2-8 H:0-5-12 0-2-8 1:0-3-8 0-2.11 M:0-4-0 0-5-0 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.66 M >727 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -1.28 M >371 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.18 1 n/a n/a BCOL 10.0 CodeFBC20011rP12002 Matrix) Weight: 433lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. T3 2 X4SYPNo.1, T2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. BOT CHORD 2X6SYPNo.1 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=3428/0-3-8, 1=3428/0-3-8 Max Horz B= 72(load case 4) Max UpliftB=-1001( load case 3), 1=-1044(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A- 8=0/26, B-C=-7975/2667, C-D=-11119/3831, D-E=-12314/4214, E-F=-12314/4214, F-G=-12314/4214, G-H=-11119/3836, H-1=-7975/2677, IJ=O/26 BOT CHORD B-O=-2383/7294, N-O=-2373/7311, M-N=-3721/11119, L-M=-3726/11119, K- L=-2385/7311, 1-K=-2395/7294 WEBS C-0=0/342, H-K=0/342, D-N=-1439/749, E-M=-814/523, G-L=-1400/746, C-N=-1471/4268, D-M=- 420/1353, G-M=-414/1310, H-L=-1464/4155 NOTES (12) 1) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.011b down and 296.91b up at 33- 0-0, and 385.Olb down and 296.9Ib 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(.148"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 6 - 2 rows at 0- 9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9- 0 oc. Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.Olb down and 296.91b up at 33-0- 0, and 385.Olb down and 296.91b 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; 11 Omph (3-second gust); h=22ft; 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=1.33. 6) Provide adequate drainage to prevent water ponding. 7) All plates are M1120 plates unless otherwise indicated. 8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001 lb uplift at joint B and 1044 lb uplift at joint I. 10) Girder carries hip end with 7-0-0 end setback 11) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.Olb down and 296.9Ib up at 33- 0-0, and 385.Olb down and 296.91b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 12) Truss shall be fabricated per ANSUfPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase= 1.25 Uniform Loads (pit) Vert: A-C=-60, C-H=-131(F=-71), HJ=- 60, B-1=-44( F=-24) Concentrated Loads (lb) Vert: C=-385(F) H= 385(F) f1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/ 05/2004 Draw No:54906342H1 B Truss Truss Type Oty Ply Centex-Orlando/3514-Dfjsk/3-2-4 H1C ROOFTRUSS 2 1F)6342 Job Reference (optional) Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 02 11:05:44 2004 Page 1 5-8-13 J 9-0-0 16-5-923-6-7 31-0-0 35.2-2 40-0-0 11-0 101-0-0 5-8-13 3-3-3 7-5-9 7-0-14 7.5.9 4-2-2 4-9-14 1-0-0 Scale . 1:70. 5x6 TL20= 3x6 TL20= Us TL20= 5x6 TL20 - 5. 00 F12 0 E F Q 2x3TL20Q _ 2x3 TL20% H 2W;i TJ / 4 f / W i W A BfI J J/Ald 3x7 TL20= O N M L K 3x7 TL20= 3x10 M1118H= 3x6 TL20= 3x8 TL20= 3x8 TL20= 300 M1118H= 9-0- 0 _ I 20-0-0 31-0-0 40-0-0 t 9-0- 0 11-0-0 11-0-0 9-0-0 Plate Offsets X Y: D:0-3-0 0-2-4 F[ 0-4-OLO-3-0 G.0-3-0.0-2-411 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.38 M >999 240 M1118H 195/188 TCDL 10. 0 Lumber Increase 1.25 BC 0.92 Vert(TL) -1.05 K-M >453 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.26 1 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 2-9-1 oc purlins. BOT CHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2X4SYPNo.3 WEBS 1 Row at midpt E-O, F-K REACTIONS (lb/ size) 8=1657/0-3-8, 1=165710-3-8 MaxHorz B=93( load case 4) Max UpliftB=-368(load case 2), 1=-368(load case 3) FORCES (lb) - Maximum Compression/ Maximum Tension TOP CHORD A-B= 0/22, B-C=-3460/767, C-D=-3240/747, D-E=-3000/721, E-F=-4159/1006, F-G=-3003/721, G-H=-3253/745, H-I=-3495/774, IJ=0/22 BOT CHORD 8.0=- 650/3135, N-O=-946/4059, M-N=-946/4059, L-M=-941/4057, K-L=-941/4057, I-K=-642/3164 WEBS C-0=-205/ 198, D-0=-100/880, E-0=-1281/407, E-M=0/201, F-M=0/202, F-K=-1282/406, G-K=-90/846, H-K=-215/213 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98; 11Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed: MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint B and 368 lb uplift at joint I. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 ELDDateReq:03/05/2004 Draw No:54906342H1 C Job Truss Truss Type t Oly Ply Centex-Orlando/3514-Dlsk/3-2-4 a 54906342 H1D HIP TRUSS 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 02 11:05:45 2004 Page 1 1-0- 6-8-6 11-0-0 17-0-0 23-0.0 29-0-0 333-10 40-0-0 4,1-00 1- 0-0 6-8-6 4-3-10 6-0-0 6.0-0 6-0-0 4-3-10 6-8-6 1-0-0 Scale = 1 ao. 5x6 TL20= 5x8 TL20 = 5x6 TL20= 5. 00 12 D E F Q 2x3 TL2011 - - / 2x3 TL2011 W2 W3 I Wa B / i I ylA -;R1J 14 oCiQg03x7TL20= P O N M L K 3x7 TL20= 300 MOM= 3x8 TI.20= 300 M1118H= 6- 8-6 17-0.0 23-0-0 33-3-10 _ I 40-0-0 6- 8-6 10-3-10 6-0-0 103-10 6-8-6 Plate Offsets X Y : D:03-0 0-2-4 [F:0-4-0,0-3-01, [G:0-3-0,0-2-41 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.28 M-N >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.92 K-M >520 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.21 1 n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 196lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. WEBS2X4SYPNo.3 REACTIONS ( lb/size) B=1657/0-3-8, 1=1657/0-3-8 Max Horz B=I09(load case 4) Max UpliftB=-340(load case 2), 1=-340(load case 3) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-3525/663, C-D=-3481/737, D-E=-3383/817, E-F=-3383/817, F-G=-3383/817, G-H=-3481/737, H-I=-3525/663, I-J=0/22 BOT CHORD B-P=-550/3166, O-P=-524/2704, N-0=-524/2704, M-N=-667/3383, L-M=-508/2704, K-L=-508/2704, I-K=-527/3166 WEBS C-P=-288/248, H-K=-288/248, D-N=-193/961, E-N=-425/214, E-M=-94/93, F-M=-367/210, G-M=-193/960, D-P=-196/681, G-K=-196/681 NOTES ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph (3-second gust); h=22ff; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) All plates are 3x6 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint B and 340 lb uplift at joint 1. 8) Truss shall be fabricated per ANSVrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard G Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/ Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342H1 D Job Truss Truss Type Oty Ply Centex-Orlanda/3514-D1Jsk/3-2-4 54906342 HIE COMMON 2 1 Job Reference (o tional erUnivsal For. Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s-Sep 30 2003 M1Tek Industries, Inc. Tue Mar 02 11:05:46 2004 Page 1 1- 7-1-3 13-0-0 _— 27-0-0 _ 32-10-13 40-0-0 41-0l0 1-0-0 7-1-3 5-10-13 14-0-0 5-10-13 7.1-3 1-0-0 Scale . 1:70. 5x6 TL20= 5x6 T120= D E F 5.00 [ 12 C W2 W3 G 2Tk! \ 4 yy B AH l r 3x7 TL20= N M L K J 3x7 TL20= 3x10 M1118H= 3x8 TL20= 3x6 TL20= 3x6 TL20 = WO M1118H = 11- 0-3 20-0-0 28.11-13 40-0.0 11. 0.3 8-11-13 8-11.13 11-0-3 Plate Offsets X Y : D:0-3-0 0-2-4LJF:0.3-0,0-2-4] SPACING 2-0-0 Plates Increase 1.25 LOADING ( psf) TCLL 20.0 CSI TC 0.59 DEFL in (loc) I/defl Ud Vert( LL) -0.23 L >999 240 PLATES GRIP M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.80 B-N >598 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.20 H n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 190lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing. WEBS2X4SYPNo.3 REACTIONS ( lb/size) B=1657/0-3.8, H=1657/0-3-8 Max Horz B=126(load case 4) Max UpliftB=-313(load case 2), H=-313(load case 3) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-3399/653, C-D=-3039/597, F-G=-3039/597, G-H=-3399/653, H-1=0/22, D-E=-2942/681, E-F=-2942/681 BOT CHORD B-N=-538/3075, M-N=-416/2567, L-M=416/2567, K-L=-400/2567, J-K=-400/2567, H-J=-513/3075 WEBS C-N=-420/296, GJ=-420/296, E-L=-444/250, F-L=-133/629, D-L=-133/629, D-N=-56/503, F-J=-56/503 NOTES ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 8; enclosed; MWFRS gable end zone; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint B and 313 lb uplift at joint H. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1 n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342H1 E Job Truss Truss Type Qty Iply Centex-Orlando/3514-Dlsk/3-2-4 — 54906342 H1F COMMON Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 0211:05:46 2004 Pagel 7-1-3 15-0.0 j 25-0-0 1 32-10-13 40-0-0 4411 -0 0 1-0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0 Scale - 1:70. 5x6 TL20= 5x6 TL20= 5 00 12 2x3 TL20 11 D E F T 5x8T120- T2 /-'- f =i \ 5x8TL20 C W V2 W?y / 3 Q 4 6 HA d3x7TL20= N M L K J 3x7 TL20= 300 M1118H= 3x8 TL20= 3x6 TL20= 3x6 TL20= 300 M1118H= 11-0-3 20-0-0 28-11-13 40-0-0i- 11-0-3 8-11-13 8.11-13 11-0-3 Plate Offsets (X,Y) C:0-4-0,0-3-0] [D:0-3-0 0-2-4] [F:0-3-0 0-2-41,[G:0-4-0,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.21 L >999 240 M1118H 195/188TCDL10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.78 B-N >614 180 TL20 245/193BCLL0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.20 H n/a n/aBCOL10.0 CodeFBC2001/TPI2002 Matrix) Weight:194lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1657/0.3-8, H=1657/0-3-8 Max Horz B=143(load case 4) Max UpliftB=-335(load case 4), H=-335(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-3421/598, C-D=-3025/529, F-G=3025/529, G-H=-3421/598, H-1=0/22, D-E=-2522/536, E-F=-2522/536 BOT CHORD B-N=-586/3100, M-N=-327/2375, L-M=-327/2375, K-L=-312/2375, J-K=312/2375, H-J=-462/3100 WEBS C-N=-501/343, GJ=-501/343, E-L=-256/137, F-L=-37/423, D-L=-37/423, D-N=-98/619, F-J=-98/619 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCOL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) 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 335 lb uplift at joint B and 335 lb uplift at joint H. 7) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342H1 F Job Truss Truss Type cxy Ply Centex-Orlando/3514-Dlsk/3.2-4 54906342 H1G COMMON Job Reference optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 0211:05:47 2004 Page 1 13-7-2 17-0-0 23-0-0 26-4-14 , 32-10-13 40-0-0 11-0101-0-0 7-1-3 6-5-15 3-4-14 6-0-0 3-4-14 6-5-15 7-1-3 1-0-0 Scale . 1:70. 5.00 12 5x6 TL20= 5x6 TL20= 5x8 TL20 5 E F 5x8 TL20-- 1.- i 2x3 TL200 \ 1 2x3 T120 i C / W W2 W2 3 H 4 i j w A 6 ;- j I d l 3x7 TL20= O N M L K 3x7 TL20= 3x10 MII78H= 5x10 TL20= 3x6 TL20= 3x6 TL20= 300 M1118H= I— 11-0-3 20-0-0 28-11-13 40-0-0 11-0-3 8-11-13 8.11-13 11.0-3 MY: fD:0-4.0,0-3-0] fE:0-3-00-2-4 F:0-3-0 0-,[G:0.4-0,0-3-01 rlP5- 1atefsets G (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl Ud PLATES GRIP 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.21 M >999 240 M1118H 195/18810.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.78 B-O >608 180 TL20 245/1930.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.20 1 n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 206lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-9.7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt G-M, D-M REACTIONS (lb/size) 8=1657/0-3-8, 1=1657/0-3-8 Max Horz B=159(load case 4) Max UpliftB=-356(load case 4), 1=-356(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-3413/640, C-D=3029/512, D-E=-2181/426, F-G=-2181/426, G-H=-3029/512, H-I=-3413/640, I-J=0/22, E-F=-2204/419 BOT CHORD B-O=-639/3090, N-O=-366/2499, M-N=-366/2499, L-M=-251/2499, K-L=-251/2499, 1-K=-480/3090 WEBS C-O=-465/306, D-0=-63/543, G-K=-63/543, H-K=-465/306, E-M=-80/582, F-M=-80/582, G-M=-695/280, D-M=-695/280 NOTES (7) 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-98; 110mph (3-second gust); h=22f; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) 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 356 lb uplift at joint B and 356 lb uplift at joint I. 7) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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 I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D IDate Req:03/05/2004 Draw No:54906342H1 G Job Truss Truss Type Oly Ply Centex-Orlando/3514-Dlsk/3-2-4 , 54906342 H1H COMMON Job Reference optional) Universal Forest Products,tnc., Burlington, NC 27215, Jeff Kerr. , 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 02 11:05:47 2004 Page 1 7-1-3 13-7-2 i _ 19-0-0 21-0-0 26-4.14 32-10-13 40-0-0 11-0,01-0-0 7-1-3 6-5-15 5-4-14 2.0-0 5-4-14 6-5-15 7-1-3 1-0-0 Scale 1:70. 5x6 TL20= 5 00 r 12 5x6 TL20= E F 5x8 TL20 5x8 TL20-- 0 / Q 2x3 TL20J 2x3 TL20 17 W W2 W 3 HTIC/.% 03x7TL20= 0 N M L K 30 TL20= 3x10 M1118H= 502 TL20= 3x6 TL20= 3x6 TL20= 3x10 M1118H= 11-0-3 20-0-0 28.11-13 40-0-0 11-0-3 8-11.13 8-11-13 11-0-3 Plate Offsets (X,Y):_[D:0-4-0,0-3-0],[E:0-3-0 0-2-41[F:03-00-2-4],[G:0-4-0,0-3.0] LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) Vdefl Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.21 M >999 240 M1118H 1951188TCDL10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.79 B-O >605 180 TL20 245/193BCLL0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.20 1 n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 207lb 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 7-5-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt G-M, D-M REACTIONS (lb/size) B=1657/0-3-8, 1=1657/0-3-8 Max Horz B=I76(load case 4) Max UpliftB=-375(load case 4), 1=-375(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-3408/685, C-D=-3032/561, D-E=-2153/414, F-G=-2153/414, G-H=-3032/561, H-1=-3408/685, I-J=0/22, E-F=-1998/414 BOT CHORD 8-0=-697/3084, N-0=-432/2509, M-N=-432/2509, L-M=-256/2509, K-L=-256/2509, I-K=-521/3084 WEBS C-0=-452/298, D-0=-58/535, G-K=-58/535, H-K=-452/298, E-M=-130/597, F-M=-130/597, G-M=-780/316, D-M=-780/316 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11Omph (3-second gust); h=22ft; 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=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MI120 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 375 lb uplift at joint B and 375 lb uplift at joint 1. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 customer Name: utN it MUMtS ULA Shop No: 54VU6342 Contractor/ Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342H1 H Truss Truss Type t Qty Ply Centex-Orlando/3514-Dfjsk/3-2-4 -' T2C ROOF TR gF Job Reference o tionalestProducts,lnc., Burlington, NC 27215Jeff rr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 0211:05:48 2004 Page 1 7- 5-10 _ 10 4_0_ I 13-2-6 20-8-0 21-8-0 1- 0-0 7-5-10 2-10-6 2-10-6 7-5-10 1-0-0 Scale - 1:36. 5x4 TL20= D 2x3TL. 20,,\ _ ' Ji 2x3 T120ii 5. 00 12 E CF i 3x5 TL20= H 3x5 TL20= 5x8 TL20= I 10 4.0 20-8-0 10- 4-0 10-4-0 Plate Offsets X,Y): H0.4-0,0-3-0] - LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1,25 TC 0.49 Vert(LL) 0.11 B-H >999 240 TL20 245/193 BC 0.70 Vert(TL) -0.43 B-H >569 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.05 F We n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 85lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins. BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS2X4SYPNo.3 REACTIONS ( lb/size) B=884/0-3-8, F=884/0-3-8 Max Horz 6=104(load case 4) Max UpliftB=-227(load case 4), F=-227(load case 5) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-1472/284, C-D=-1152/206, D-E=-1152/205, E-F=-1472/284, F-G=0/22 BOT CHORD B-H=-251/1283, F-H=-148/1283 WEBS C-H=-420/261, D-H=-149/864, E-H=-420/261 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph (3-second gust); h-22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint B and 227 lb uplift at joint F. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard A Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/ Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342T2C Job Truss Truss Type Oty Ply Centex-Orlando/3514-D1sk/3-2-4 54906342 T2D ROOF TRUSS Wola Reference foRti9nalj_. Universal Forest ro ucts,Inc-, Burlington, NC 27215, Jeff Ker;,oppm, 5.200 s Sep 30 2003 MITek Industries, Inc. Tue Mar 02 11:05:48 2004 Pagelf 5 10 L 10-4-0 13-2-6 I 20-8-0 1-0-0 7-5-10 2-10-6 2.10-6 7-5-10 Scale - 1:36.1 5x4 TL20= D 2x3 TL20 2x3 TL20 5.00 F12- C — ----- T1 j2 F B! 3x5 TL20= Q3x5 TL20= US TL20= 10-4-0 20-8-0 10-4-0 10-4-0 OffsetsPlate 0-3-0]- LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CS1 TC 0.50 DEFIL in (loc) I/defl L/d Vert(LL) 0.13 F-G >999 240 PLATES GRIP TL20 245/193TCDL10.0 Lumber Increase 1.25 SC 0.71 Vert(TL) -0.45 F-G >544 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.05 F n/a n/a BCOL 10.0 CodeFBC2001frPI2002 Matrix) Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) F=813/0-3-8, B=886/0-3-8 Max Horz B=I I I (load case 4) Max UpliftF=-165(load case 5), B=-228(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22,8-C=-1477/285,C-D=-1158/211,D-E=-1159/211,E-F=-1464/293 BOT CHORD B-G=-259/1289,F-G=-183/1294 WEBS C-G=-420/261, D-G=-156/872, E-G=-427/269 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 1 10mph (3-second gust); h=22ft; TCDL=6.Opst; BCDL=6.Opsf; Category II: Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint F and 228 Ito uplift at joint B. 5) Truss shall be fabricated per ANSIJ7PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior Joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342T2D Joe Truss Truss Type OI 54906342 617 ROOF 118 I 3x4 TL20-- Scale - 1:11 LOADING (psf) SPACING 2-0.0 b-11-4 0-0-12 DEFL in (loc) I/deft L/d PLATES GRIPTCLL20.0 Plates Increase 1.25 0.59 Vert(LL) n/a n/a 999 TL20 245/193TCDL10.0 Lumber Increase 1.25 EBIC0.22 Vert(TL) 0.20 A >69 180 BCLL 0.0 Rep Stress Incr YES 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 ix) 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=198/Mechanical, B=346/0-3-8, 0=68/Mechanical Max Horz 8=160(load case 4) Max UpliftC=-139(load case 4), B=-112(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-8=0/22, B-C=-84/62 BOT CHORD B-D=0/0 NOTES (4) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; 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=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint C and 112 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342EJ7 Truss I Truss Type 54906342 16.17A I ROOF TRUSS 30 2003 MiTek Industries, Inc. Tue Mar 02 11 Scale a 1:1f 2x3 TL2011 2-4.0 ; 6-11-4 7- -0 2-4-0 4-7-4 0.0-12 LOADING (psf) LRep PACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIPTCLL20.0ates Increase 1.25 TC 0.45 Vert(LL) 0.12 8 >251 240 TL20 245/193TCDL10.0mber Increase 1.25 BC 0.35 Vert(TL) -0.31 A >39 180BCLL0.0 Stress Incr YES WB 0.06 Horz(TL) -0.09 D n/a n/a BCDL 10.0odeFBC2001/TP12002 (Matrix) Weight: 25lb 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. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) D=80/Mechanical, E=3/Mechanical, F=532/0-3-8 Max Horz F=I60(load case 4) Max UpliftD=-63(load case 4), F= 243(load case 4) Max GravD=80(load case 1), E=39(load case 4), F=532(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/21, B-C=-143/63, C-D=-72/20 BOT CHORD B-F=0/160, E-F=0/0 WEBS C-F=-347/221 NOTES (4) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint D and 243 lb uplift at joint F. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342EJ7A Job Truss Truss Type Ply Centex-0 ando/3514-1311sk/3-2-4 54906342 G3C RO Job Reference loptional) Universal Forest Products,lnc., Burlington, -NC2721- 5, Jeff Kerr 5.200 a Sep 30 2003 MiTek Industries, Inc. Tue Mar 02 11:05:49 2004 Page 1 7-0-0 2x3 TL20 11 Scale - 1:16.1 5.00F12 wi T11 1311 US TL20 E C 3A TL20 11 2-4-0 7-0-0 2-4-0 4-8-0 Plate Offsets (X,Y): LOADING (psi) SPACING 2-0-0 CS1 DEFL in (too) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.04 A >823 240 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.06 A >458 180 BCLL 0.0 Rep Stress Incr NO WS 0.04 Horz(TL) -0.00 D n/a n/a BCDL 10.0 CodeFBC200I/TPI2002 Matrix) Weight: 36 lb 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 8 SYP No.2 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) C=345/Meclianical, 0=1 109/0-3-8 Max Horz C= 11 5(load case 4) Max UpliftC=-93(load case 5), 0=-21 0(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=-74/61 BOT CHORD A-0=0/1 15, D-E=0/1 15, C-E=0/1 15 WEBS B-C=-206/127 NOTES (5-6) 1) Wind: ASCE 7-98; 1 10mph (3-second gust); h=22ft; TCDL=6,Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint C and 210 lb uplift at joint D. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 5) Truss shall be fabricated per ANSIfrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end may be attached to 2x6 So.Pine BC of one or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-60, A-D=-20, D-E=-434(F=-414), C-E=-20 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342G3C JOD I l ruSs LE54906342HJ7 1 Universal Focest Products,lnc., Burlington, NC 27215, Jeff 1-6-8 3x4 TL20= LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 COdeFBC2001/fP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 5.8-7 4-1-10 3.54 12 3x4 TL20 Scale m 1:11 D F W2 w1 f-1 G F E 2x3 TL20 11 2x3 TL20 5-8-7 _ 9-9-5 5-8.7 r 4-0-15 CSI DEFL in loc) I/defl Ud PLATES GRIP TC 0.36 Vert(LL) 0.02 F-G >999 240 TL20 245/193 BC 0.40 Vert(TL) 0.03 A >710 180 WB 0.26 Horz(TL) 0.01 E n/a n/a Matrix) Weight: 40 lb BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=435/0-3-8, E=409/Mechanical, D=221/Mechanical Max Horz 8=186(load case 4) Max UpliftB=-187(load case 2), E=-59(load case 4), D=-152(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/24, B-C=-855/100, C-D=-73/46 SOT CHORD B-G=-236/798, F-G=-236/798, E-F=0/0 WEBS C-G=0/170, C-F=-875/259 NOTES (5) 1) Wind: ASCE 7-98; 11Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint B, 59 lb uplift at joint E and 152 lb uplift at joint D. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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-B=-60 Trapezoidal Loads (plf) Vert: B=O(F=10, B=10)-t0-E=-49(F=-15, B=-15), B=-2(F=29, B=29)-to-D=-148(F=-44, B=-44) Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342HJ7 russ 54906342 I CJ5 1 ROOF 5, I 3x4 TL20= 4-10.15 _____ _ 4-1,1r11 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.27 TCDL 10.0 Lumber Increase 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 CodeF8C2001/TP12on2 rMmtrivl LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C=135/Mechanical, B=268/0-3-8, D=48/Mechanical Max Horz 8=121(load case 4) Max UpliftC=-94(load case 4), B=-100(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-61/42 BOT CHORD B-0=0/0 DEFL in loc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 TL20 245/193 Vert(TL) 0.06 A >237 180 Horz(TL) 0.00 C n/a n/a Weight: 17 lb BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (4) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 100 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/PI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342CJ5 54906342 Ply CJ3 ROOF Inc., Burlington, NC 27215, Jefl 2004 axa TLM_ 2-10-15 2.11,11 Scale . LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a - n/a 999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 B-D >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/TP12002 (Matrix) Weight: II lb 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=69/Mechanical, 6=194/0-3.8, 0=28/Mechanical Max Horz 6=82(load case 4) Max UpliftC=-46(load case 4), B=-92(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-40/21 BOT CHORD B-D=0/0 NOTES (4-5) 1) Wind: ASCE 7-98: 11 Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint C and 92 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. 5) LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342CJ3 russ r ype lay I plyusmn.ar 54906342 l CJ 1 I ROOF 30 Scale - IA 0-10-15 0-,11-j1 3x4 T12V10-15 0-0-12 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a n/a 999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) -0.00 A >999 180BCLL0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (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) B=133/0-3.8, E=9/Mechanical, C=0/Mechanical Max Horz B=48(load case 4) Max UpliftB=-93(load case 4), C=-5(load case 3) Max GravB=133(load case 1), E=9(load case 1), C=7(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/21, B-C=-26/2, C-D=-4/0 BOT CHORD B-E=0/0 NOTES (4) 1) Wind: ASCE 7-98; 11Omph (3-second gust); h=22tt; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen forquality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint B and 5 lb uplift at joint C. 4) Truss shall be fabricated per ANSIIrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342CJ1 54906342 1 MV2 I ROOF Ply 30 1-9.14 1-9-14 1-9-14 x4 T1-20;- Scale - 1: LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIPTCLL201.0 Plates Increase 1.25 TC 0.01 Vert(LL) n/a n/a 999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/aBCDL10DCodeFBC2001frP12002 (Matrix) Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, BOT CHORD 2 X 4 SYP No.2 except 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=31/1-9-14, C=31/1-9.14 Max Horz A=21(load case 3) Max UpliftA=-6(load case 4), C=-11(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=-13/9, B-C=-23/16 BOT CHORD A-C=-4/5 NOTES (5) 1) Wind: ASCE 7-98; 11Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint A and 11 lb uplift at joint C. 5) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342MV2 54906342 1 MV4 Truss ROOF TRUSS Inc Ya d 3-9-14 3-9-14 14 2x3 TL20 11 Scale: 1. LOADING (PSI) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/aBCDL10.0 CodeFBC20011TPI2002 (Matrix) Weight: 12lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, BOT CHORD 2 X 4 SYP No.2 except 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=120/3-9-14, C=120/3-9-14 Max Horz A=62(load case 3) Max UpliftA=-28(load case 4), C=-39(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=-39/28, B-C=-90/57 BOT CHORD A-C=-12/15 NOTES (5-6) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint A and 39 lb uplift at joint C. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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. 6) LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342MV4 Truss 54906342 1 MV6 30 a b 5-9-14 2x3 TL2011 Scale . 1:13 3x4 TL20 2x3 TL2011 14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.12 Vert(TL) n/a n/a 999 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: 20lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins, BOT CHORD 2 X 4 SYP No.2 except 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=200/5-9.14, C=200/5-9.14 Max Horz A=103(load case 3) Max UpliftA=-46(load case 4), C=-65(load case 4) FORCES (lb) - Maximum Compression/Maxirnum Tension TOP CHORD A-B=-65/46, B-C=-150/95 BOT CHORD A-C=-20/25 NOTES (5) 1) Wind: ASCE 7-913; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint A and 65 lb uplift at joint C. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered atjoints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342MV6 Oty 54906342 I M413 MONO TRUSS 1 Job Reference (optional' Universal Forest Products,lnc., Burlington, NC 2721 OIF74rr 5.200 s Sep 30 2003 MiTek Industries, Inc i -1-0-0 5-5.10 9-4-0 1-0-0 5.5-10 3-10-7 3x4 TL20= LOADING (psf) SPACING 2-0.0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 CodeFBC2001/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2 SOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 9-2-8 I:52 2004 Page 1 Scale - 1:17 2x3 TL2011 0 Jx4 1 Uev= 0-1-8 CSI DEFL in loc) I/defl L/d PLATES GRIP TC 0.52 Vert(LL) 0.03 B-E >999 240 TL20 2451193 BC 0.29 Vert(TL) -0.23 B-E >476 180 WB 0.17 Horz(TL) 0.01 E n/a n/a Matrix) Weight: 39 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=435/0-3.8, E=357/0.1.8 Max Horz 8=118(load case 3) Max UpliftB=-158(load case 2), E=-102(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/13, B-C=-660/226, C-0=-124/0, D-E=-82J64 BOT CHORD B-E=-228/615 WEBS C-E=-555/291 NOTES (6) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint B and 102 lb uplift at joint E. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342M4B Job Truss Truss Type Qty Ply Centex-Orlando/3514-D/jsk/3-2-4 . v 54906342 M4A MONO TRUSS 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 02 11:05:52 2004 Page 1 1-0-0 7-0-0 1-0.0 7-0-0 Scale . 1:13. 2x3 TL2011 C 3.00 12 wl B 81 L O 2z3 TL2011 3x4 TL20 I 6-10-8 4010 6.10.8 0-1-8 Plate Offsets X Y : 8:0-0-12 0-1-8 LOADING PACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL ates Increase 1.25 TC 0.58 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL TODRepmber Increase 1.25 BC 0.21 Vert(TL) 0.18 A >75 180 BCLL Stress Incr YES WB 0.00 Horz(TL) 0.00 D n/a n/a BCDL deFBC2001/TPI2002 Matrix) Weight: 25lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excepBOTCHORD2X4SYPNo.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=343/0-3-8, D=262/0-1-8 Max Horz B=90(load case 3) Max UpliftB=-135(load case 2), D=-74(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-8=0/13, B-C=-51/39, C-D=-195/114 BOT CHORD B-0=-16/21 NOTES (6) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Bearing at joint(s) 0 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint B and 74 lb uplift at joint D. 6) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342M4A Job Truss Truss Type qty Ply Centex-Orlando/3514-Dlsk/3-2-4 . 0— 154906342 MGE4 MONO TRUSS 1 tiJobReference (o onal Forest _ Universal Fort Products,lnc., Burlington, NC 27215, J ,, ,:. - ^ 003 MiTek Industries, Inc. Tue Mar 02 11:05:52 2004 Page 1 I--' -0:9 7.0-0 1-0-0 7-0-0 Scale - 1:12. 0 C 3.00 F12 w1 T1 -'' ST1 131 WMEMM FMEEM 3x4 TL20= 6-10-8 4010 6-10-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIPTCLL20.0 Plates Increase 1.25 TO 0.24 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Ved(TL) 0.04 A >339 180 BOLL 0.0 Rep Stress Incr YES WS 0.05 Horz(TL) 0.00 E n/a n/a BCOL 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, excepBOTCHORD2X4SYPNo.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=23017.0-0, E=-23l7-0-0, F=401/7-0-0 Max Horz B=90(load case 3) Max Uplift8=-96(load case 2), E=-23(load case 1), F=-117(load case 2) Max Grav B=230(load case 1), E=9(load case 2), F=401(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-8=0/13, B-C=-59/42, C-D=-31/23, D-E=-13/15 BOT CHORD B-F=-16/21, E-F=-16/21 WEBS C-F=-297/179 NOTES (8) 1) Wind: ASCE 7-98; 110mp11 (3-second gust); h=22(t; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. 3) All plates are 2x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0.0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint B, 23 lb uplift at joint E and 117 lb uplift at joint F. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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 LAI- Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342MGE4 Job Truss Truss Type PlyPly Centex-OrlandWW14-Dfjsk/3-2 -4- G2 COMMON 1 1 Jab Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, err 5.200 s Sep 30 2003 MTek Industries, Inc. Tue Mar 02 11:0 ::53 2 004 Page 1 1 0 0 10 4 0 20-8-0 '21 8-0 1-0-0 10-4-0 10-4-0 1-0-0 Scale . 1:36. 3x6 T120= Q F _ H i 5.00 12 E ; T T J C T T K i T T T L 3x5 TL20= 3x5 TL20= 3x6 TL20= 20-8-0 20-8-0 Plate Offsets XK Y :: G:0-3-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIPTOLL20.0 Plates Increase 1.25 TO 0.09 Vert(ILL) n/a - n/a 999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.00 M >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a n/a BCDL 10.0 CodeFBC20011rP12002 Matrix) Weight: 96lb 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. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=188/20-8-0, S=144/20-8-0, T=172/20-8.0, U=124/20-8-0, V=254/20-8-0, Q=144/20-8-0, P=172/20-8-0, 0=124/20-8-0, N=254/20-8-0, L=188/20-8-0MaxHorzB=148(load case 4) Max UpliftB=-54(load case 4), S=-21(load case 4), T=-69(load case 4), U=-51(load case 4), V=-85(load case 4), 0---10(load case 5), P=-71(load case 5), 0=-50(load case 5), N=-85(load case 5), L=-64(load case 5) Max Grav B=188(load case 1), S=144(load case 1), T=173(load case 6), U=124(load case 1), V=254(load case 6), 0-144(load case 1), P=173(load case 7), 0=124(load case 1), N=254(load case 7), L=188(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/21, B-C=-104/29, C-D=-47/43, 0-E=-39/64, E-F=-41/91, F-G=-38/93, G-H=-38/91, H-1=41/73, 1-J=-39/40, J-K= 47/19, K-L=-80/29, L-M=0/21 BOT CHORD B-V=0/O, U-V=0/O, T-U=0/O, S-T=0/O, R-S---O/O, Q-R=0/125, P-Q=0/125, O-P=O/125, N-0=0/125, L-N=0/125 WEBS F-S=-111/41, E-T=-128/95, D-U=-97/71, C-V_ 181/118, H-Q=-111/30, 1-P=-128/97, J-O=-97/71, K-N- 181/118 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) All plates are 2x3 TL20 unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint B, 21 lb uplift at joint S. 69 lb uplift at joint T, 51 lb uplift at joint U, 85 lb uplift at joint V, 10 lb uplift at joint Q, 71 lb uplift at joint P, 50 lb uplift at joint 0, 85 lb uplift at joint N and 64 lb uplift atjoint L. 9) Truss shall be fabricated per ANSIIrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard f Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342G2 4' bath duc- to roof cap w/fan-tight 3' bath duct to roof cap w/fan 0 12 X 3.0 TON V/LOKV @240V 1PH 1843 pien 2244 rad ptatforn by btdr 1} 3' bath duct to roof cap w/fan C AR "IL AREA CALCULATUM dryer wall cap SECOND FLOOR PLM FIRST FLMR PLNI scale a/s•=ro' 1% u AI RATH t K. rr Wow." 1 V mat . yrti r-r I nusz nave a an"un clearance of 4 inches around the air handler per the State Energy code. Alt duct has an r=6 insulation value- 3' bath duct to roof cap w/fan 42X42 A C SLAB BY BLDR MIN X 2' FROM WALL E3 '-' W X la/- bi -i a fyW o-0 zr wo U 5- Go Rating zz W m z o z QQ D J O m Q CO 0- J U7 0 C) ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK a STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) W{ DOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL V/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. CONCRETE OR MASONRY OPENING BY OTHERS D R _/ PERIMETER CAULK BY OTHERS a CAULK BETWEEN B.W- WOOD BUCK & (BUCK WIDTH) MASSY. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/I6' DIA. TAPCON BUCK BY OTHERS - 1-1/4' MIN. c EMBEDMENT INSTALLATION ANCHOR 3/I6' DIA. TAPCON SHIM AS REQ'D. I/4' MAX. SEE N(ITES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL a Q Q fBYOTHERS NOTES: SECTION A -A 1) SHIM AS REQ-O. 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 SIL1CONtZED 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 SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE 15 NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'0. 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. in', FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG tS SHOwN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATIONSERIESSINGLEHUNGS. SHIM AS REQ'D. - RIGID VINYL I/4' MAX. GLAZING BEAD SEE NOTES) TYP.) GLASS TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W.V. WINDOW WIDTH) SECTION B-B W.W. I-1/4' MIN. EMBEDMENT D STUCCO BY THERS t G' d 7 i o PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS CONCRETE CR MASONRY OPENING BY OTHERS E K r 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PsF TO 70PSF 30PsF TO 40PSF 41 PsF TO 70PsFSIZESIZE 12 18 1/8 X 25 B 6 F.G F,G F.G F,G 13 18 1/8 X 37 3/6 8 8 8 F,G F,G 14 18 1/8 x 49 5/8 B F,G F.G 145 18 t/8 x 55 1/4 B 8 F.G F.G 15 18 1/8 x 62 8 B 8 8 F.G F'G'H'I 16 18 T/8 X 71 B 8 F.G F,G.J,K 17 18 1/8 x 83 8 8 F.G F,G IH2 25 1/2 x 25 8 B F,G F,G 1H3 25 1/2 x 37 3/8 8 8 F,G F,G,H.I 1H4 25 1/2 X 49 5/8 B B F,G F,G,H,I IH45 25 1/2 X 55 1/4 8 8 F,G F,G`H,1 1 H5 25 1/2 X 62 7t 8 S F,G F,G H,1 1H6 IH7 25 1/2 x 25 1/2 X 83 B B F.G.J,K F,G.J.K 30 1/2 x 26 29 1/2 x 25 B B 8 B F,G F,GG 30 1/2 x 38 3/8 29 1/2 x 37 3/8 8 F.G F. 30 1/2 x 50 5/8 29 1/2 X 49 5/8 8 8 F.G F,G,H.I 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 8 F.G F,G,HI 30 1/2 x 63 29 1/2 X fit 8 8 6 G f, F,G,H.I 30 1/2 x 72 29 1/2 X 71 B F.G.J K F,G,J,K 30 t 2= 84 29 1/2 X 83 8 22 36 X 25 B 8 B B t.0 F.G F,G 23 36 x 37 3/8 8 B F.G F.G.H.I 24 36 X 49 5/8 B B F.G F,G,H.1 245 36 x 55 1/4 8 8 F,G. H,t F,G.H,I 25 36 X 62 36 X 71 g 8 F.G.H.1 D.E.F,G H.I Y6 27 36 X 83 g 8 F.G•J.K F,G.H,I,J,K 42 x 26 41 X 25 8 8 B 8 F,G F,GH,I 42 x 38 3/8 41 x 37 3/8 8 B F,G F,GH.1 42 x 50 5/8 41 x 49 5/8 B 8 F,G.HI F,G.H.1 42 x 56 1/4 41 x 55 1/4 B 8 F,G,H,I 0•E,F•G,H.I 42 x 63 41 X 62 8 8 F,G.H,1 O,E,F,G.H,1 42 x 72 41 X 41 X 833 8 B F.G,J,K F,G.H I,J•K 42 x 84 48 x 26 47 x 25 B A,C F.G F,G F,G.HI 48 x 38 3/8 47 x 37 3/8 8 E A.0 A.0 F,G F,G.HI 48 x 50 5/8 47 X 49 5/8 B A.0 F.G,HI F,G,H,t 48 x 56 1/4 47 x 55 1/4 B AC F,G.H,I D,E.F.G,H.I 48 x 63 47 X 62 47 X 71 g A.0 F,G,H.I O.E.F,G,H,I 48 x 72 47 X 83 A A C F.GJK 0EFGHIJK 48 x 84 52 I/8 x 25 6 A.0 F.G F,G F.G F,G.H,I32 33 52 1/8 x 37 3/8 8 A.0 A.0 F,G,H,I F.G.H I 34 52 1/8 X 49 5/8 6 A.0 F,G.H.1 O.E.F.G.H.I 345 52 1/8 X 55 I/4 6 A•C F,G,H,I D,E.F.G.H.1 35 52 1/8 X 62 52 1/8 x 71 8 B A.0 FG.H.1 D.E.F,G.H,I 36 37 52 I/$ x 83 8 A.0 F.G.J.K D.E.F,G.J.K,J_K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERS INTERNATIONAL, INC SAN ORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES IOOa 1500 2000 DRAWN BY: B B APPROVED BY: DATE: 10/09/01 SCALE: NTS DWG.: FLEX0016 aoroewrn r: Paonl irT A - APPI wATH)N Ftrit4EERING. INC.. 250 tNTERNATIONAL PKY., SUITE 250. HEATHROW. FLORIDA 33746-7PHONE. 407 805-0365 FAX 407 8C5-0366 0 CAULK BETWEEN WINDOW FIN is SHEATHING INSTALLATION ANCHOR 8 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT SHEATHING BY OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS I' MIN. EMBEDMENT — WINDOW WIDTH 1/4' MAX. SHIM SPACE Two BY WOOD BY OTHERS TWO BY WOOD SHIM AS REQ'D. STUD BY OTHERS SEE NOTES) SHIM AS REQ'D. SEE NOTES) • • AS n N- EMBEDMENTiV MIN. sV 1/4' MAX. GLAZING (TYP.) SHIM SPACE MAST ( SEE NOTES) jjj SHEATHING BY OTHERS GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAME HEADER FIN TYPE WINDOW FRAME SIUARBI,E SILL STOOL BY OTHERS 24' O-C. MAX. (TYP.) WINDOW HEIGHT W INDOu WIDTH A -"*I EQUALLY SPACE ANCHORS (TYP.) o , L TYP.) 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN FIN TYPE WINDOW FIN WINDOW FRAME $ SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CAULK #8 WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION B-B 4 NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1" INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. INSTALLATION ANCHOR I \ TWO BY WOOD 8 WOOD SCREW BY OTHERS STUCCO BY OTHERS r REVI DESCRIPTION DATE INI FLORIDA EXTRUDERS INTANA. CAULK BETWEEN S WINDOW FIN ZSHEATHING a SHEATHING BY OTHERS TITLE: INSTALLATION DETAIL W/#8 SCREWI'MIN. - EMBEDMENT SECTION A -A j _ SINGLE HUNG FIN WINDOW - SERIES 1DRAWNBY:BB APPROVED BY: DATE: 12/13/01N. T. S. DWG.:FLE PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PxWY., SUITE 250, HEATHROW, FLORIDA 32746PHONE a07 805-0365 FAx a07 605-0366 INSTALLATION ANCHOR CHART } QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB UP TO 70 PSF UP TO 7QP5f = - SIZE SIZE 2024 23 1/2 X 27 1/2 2 2 22030231/2 X 35 1/2 2 2038 23 1/2 X 43 1/2 2 3 2040 23 1/2 x 47 1/2 2 3 2044 23 1/2 x 51 1/2 2 3 2050 23 1/2 x 59 1/2 2 3 2060 23 1/2 x 71 1/2 2 4 2070 23 1/2 x 83 1/2 2 4 2424 27 1/2 X 27 1/2 2 2430 27 1/2 x 35 1/2 2 2 2438 27 1/2 X 43 1/2 2 3 2440 27 1/2 X 47 1/2 2 3 2444 27 1/2 X 51 1/2 2 3 2450 27 1/2 X 59 1/2 2 3 2460 27 1/2 X 71 1/2 2 4 2470 27 1/2 X 83 1/2 2 4 2824 31 1/2 x 27 1/2 2 2830 31 1/2 x 35 1/2 2 2 2838 31 1/2 x 43 1/2 2 3 2840 31 1/2 x 47 1/2 2 3 2844 31 1/2 X 51 1/2 2 3 2850 31 1/2 x 59 1/2 2 3 2860 31 1/2 x 71 1/2 2 4 2870 31 1/2 x 83 1/2 2 4 3024 35 1/2 x 27 1/2 2 3030 35 1/2 x 35 1/2 2 2 3038 35 1/2 x 43 1/2 2 3 3040 35 1/2 x 47 1/2 2 3 3044 35 1/2 x 51 1/2 2 3 3050 35 1/2 X 59 1/2 2 3 3060 35 1/2 X 71 1/2 2 4 3070 35 1/2 x 83 1/2 2 4 3424 39 1/2 X 27 1/2 3 3430 39 1/2 x 35 1/2 3 2 3438 39 1/2 x 43 1/2 3 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 X 51 1/2 3 3 3450 39 1/2 x 59 1/2 3 3 3460 39 1/2 X 71 1/2 3 4 3470 39 1/2 X 83 1/2 3 4 3824 43 1/2 x 27 1/2 3 3830 43 1/2 x 35 1/2 3 2 3838 43 1/2 x 43 1/2 3 3 3840 43 1/2 x 47 1/2 3 3 3844 43 1/2 x 51 1/2 3 3 3850 43 1/2 x 59 1/2 3 3 3860 43 1/2 x 71 1/2 3 4 3870 43 1/2 x a3 12 3 4 4024 47 1 2 X 27 t 2 3 2 4030 47 1/2 x 35 1/2 3 2 4038 47 1/2 X 43 1/2 3 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 x 59 1/2 3 3 4060 47 1/2 x 71 1/2 3 4 4070 47 1/2 x 83 1/2 4 INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB UP '70 70 PSF UP TO 70 PsPSIZESIZE 12 18 1/8 x 25 2 2 13 18 1/8 x 37 3/8 2 3 14 18 1/8 x 49 5/8 2 2 3 3145 '•'f1 15 18 1/8 x 55 1/4 18 1/8 X 62 2 4 16 18 1/8 x 71 2 4 17 IS 1/8 X 83 2 4 1H2 25 1/2 x 25 2 2 IH3 25 1/2 x 37 3/8 2 3 IH4 25 1/2 x 49 5/8 2 3 1H45 25 1/2 X 55 1/4 2 3 1H5 25 1/2 X 62 2 4 IH6 25 1/2 x 71 2 4 IH7 25 1/2 x 83 2 4 30 1/2 x 26 29 1/2 x 25 2 3301/2 x 38 3/8 29 1/2 X 37 3/8 2 3301/2 x 50 5/8 29 1/2 X 49 5/8 2 3301/2 x 56 1/4 29 1/2 X 55 1/4 2 36 1/2 x 63 29 I/2 x 62 2 4 30 1/2 x 72 29 1/2 X 71 2 4 30 1/2 . B4 29 1/2 x 83 2 4 22 36 x 25 32336x373/8 2 32436X495/8 324536x551/4 2 42536x622 26 36 x 71 2 4 27 36 x 83 2 4 42 x 26 41 X 25 3 342x383/8 41 x 37 3/8 3 342x505/8 41 x 49 5/8 3 342x561/4 41 X 55 1/4 3 442x6341x623 42 x 72 41 x 71 3 4 42 x 84 41 x 83 3 4 48 x 26 47 x 25 3 48 x 38 3/8 47 x 37 3/8 3 3 348x505/8 47 X 49 5/8 3 348x561/4 47 x 55 1/4 3 48 x 63 47 X 62 3 4 48 x 72 47 x 71 3 4 48 x 84 47 X 83 1 4 32 52 1/8 x 25 3 2 33 52 1/8 x 37 3/8 3 3 34 52 1/8 x 49 5/8 3 3 345 52 1/8 x 55 7/4 3 3 35 52 1/8 x 62 3 4 36 52 1/8 x 71 3 4 37 1 52 1/8 x 83 3 1 4 REV PER N DATE INI FLORIDA EXTRUDERS INTERNATIONAL, SANE RD, FLORIDA TITLE: INSTALLATION ANCHOR CHART SOL. HUNG FIN WINDOWS - SERIES 1000 , 1500 & 2000 DRAWN BY:BB APPROVED BY: T1AT 1 ?/ 1 £/fl1 SCALE= NTS DWG.: FLEX002o SHT 2 OF 2 JAMJ E jp-'4E ITYR) X 2 io - tAL' 11 00n. --- IH. U 3 E: Kul 1 -0- Ni I 4 ' 2 - x APPONG SMS PIN s M IS S 1- -'C' G AN ii X 48 X 1/2 S'ELF mTApN. 1C S SEALANT HTWEEN WINDOW FLANGES MULLMN 48 X 1-1/2 SE, F At PPINGSN"'S. S11--. Q -':'! C) N A — A I X 4 x !/8 Lj E: N I Ix 2 x 2/8 T lu E --- M UL 1- ICON 1Z Ll' 10001 S,H, j AM 3 . -:. y P.) 42 X 1/2 SELF T AiP -1 N `0SMSSEALANT 3-- T'W;i-7E!qWTNUOW FLANGES MULLION 8 X I IE SELF Ap?ING SMS 7, 7- - 7 C, 0 x 11/2 sl,_-;_ F TAFF LNG SMS 1000, s- H, --.. JAM3 CTYP,) 3 IV 1/2 SELF- Appix,G S.M'S 98i- 112 Sc-l-FS7m: ANT 2 T W;:E T A0 pslk" s 1;iNDG- FLANGESmuLi-C-111Z TAPPIIN G SMcals i 46 X1/2 SD F 7 TAPPINIG, SMS SE--A-- A.N7q *-EN WL-'ND,- IVr!-ANIGES 48 x sms 1/ 4' MIN: SEA N' T' -EN W T N Tj91 Ft ANEES S. MULLION SE-C" ! QjN A —A "-7\ DETAIL C 02 O N F B-, w=A1-- BY M--. iHr--RS OR MA' CNRY 7' T AU7'1'* ANrl4fiR 3i i I DIA T y To, -otjCRETL T ; PICALMkii—i-N el XWPi ES0 `HEAD S'i Wt,,(t MU:- 1 -1 7L 2" XAr! v Li INSTAL L' ATIO!"IANCHOR TaPCr-N SCR7%.4 A.4HGR 'TY;::." P 1/ 4' MIN. E M 3 F- D H E'".4 ECAla-i si r'THLKS A f Y P; ATC L ANCHURS. W t. o TLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA TITLE: E R 000/ 1 c- T 1 0 F SFC T TENS F NTH' SfDF SHEE i p R r CSOPr- Sc"Pc- CAFE CITIE S 3 iDRAW14BY: M'Sh F APPROVED BY: nwr- (7 SERIES 1000 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES CAPACITY CAPACITY CAPACITY i CAPACITY CAPACITY CAPACITY CAPACITY 7/16X3/81X2 CAPACITY 7/16X3/8 j CAPACITY 1 X4X1 /8 CAPACITY 1 X4X1 /8 CAPACITY 1 X4X3/8 CAPACITY 1 X4X3/8 CAPACITY 2X4X3/8 WINDOW WINDOW 1 X2X1 /8 TIP -TO -TIP 1 X2X1 /8 MULL 1 X2X3/8 TUBE MULL 1 X2X3/$ TUBE MULL 1X2 7/16X1/8!1X2 7/16Xi/81X2 TUBE MULL TUBE MULL TUBE MULL :TUBE MULL TUBE MULL4ANCHORS TU6E MULL 6 ANCHORS TUBE MULL 4 ANCHORS i TUBE MULL 6 ANCHORS TUBE MULL b ANCHORS CALL SIZE TUBE MULL :TUBE ANCHORSSIZE2ANCHORS4 ANCHORS ' 2 ANCHORS A -A 2 4 ANCHORS 1 2 ANCHORS SECT A-A(2) SECT. A-A(3) 14 ANCHORS 2 ANCHORS SECT. A-A(3 SECT. A-A(4) 4 ANCHORS SECT A-A(4) i j SECT. A-A{5) SECT. A-A(5) SECT. A -A 6 SECT, A -A b) SECT. A -A 7 SECT. A -A 1 SECT. A-A1 SECT. 692. 83 a 336.52 732_42 336.52 732.42 791.81 1 i187.72 5 791.81• 11187.72 1187.72 rl2191/8 X 26 336.52 732.421336.52 209. 72 429.55 209.72456.4fil 209_72 456`46 493.47 740.20j493.47'740.20 740.20 3 9 f 8 X 38 3 8 209.72 1 / _ 209. -2 13f7.66 131. 23 152.75 177.46 152.75 193.92 152.75 Y 271. 83 359.41 539. t 2 359.41 -539.12 539.12 19 1 8 X 50 5 8 131.23 t 27.29 127.29 135.81 139.09 135.81 194,97 319.55 460.17 1319,55 479.33 479.33 145 19 1 /8 X 56 1 /4 94.13 94.13 89. 21 ; 89.21 97_4g__ 97.48 1 19.85 136.64^282.02 423.03 282.02 _ 423_03 - 423 03 15 19 19 1/8 X_63 65.97 65.97 158. 81 5_8.88164.27 64.27-__ 90_09 212.62 212.62 296.98 - 296.98 365 75 16 1 /8 X 72 ! 43.49 84 - - 43. 49_-- 126. 96 36.45 39,83 39.83 T90_ 09 S5. 84 55.84- - 1 131.79 131_79_ 184.08 184.08 ; 294.03- 17 19 1/8 X 26.96^ 36.45 262. 87 ' 541.20_ 2fi2.87 572.13 1262.87 i 572.13 _ 618.52 j 927.78 i 618.52 927.78 927.78 1 H2 26 1 /2 X 26 262.871572.13 6- 1 /2 X 38 3/& 157.93 239.21 157.93 1323.48 ` 157.93 343.74 157.93 343.74 1371.61 557.41 1371.61 557.41 557.41 1 H3 1 H4 6 1 /2 X 50 5/I3 97.25 97 25 1 13_20 131.51 113.20 - 1143.71 113.20 201.45 266.35 399.53 266.35 399.53 _ 399.53 1353. 55 1 H45 P6 1 /2 X 56 1 /4 69.43 169.43 _ i 93.89 1 9389 100.17 11 102.59 100.17 143.81 235.70 339.42 235.70 207. 10 353. 55 1310. 65 310.65 1 H5 i 26 1 /2 X 63 48.44 _ i 48.44 65.51 1 65.51 71.58 71.58 88.001 ; 1_00_34 - 207.10 1155. 44 236. 83 155. 44 217.1 1 217.1 1 267.38 1 H6 26 1 /2 X 72 31.79- T19. 62 31. 79 42.99 142.99 46.98 46.98165.86 65.86 140. 64 95.93 i 95. 93 133.99_ i 13999 214.02 1 H7 26 f /2 X s4 19,62 26.53 26.53 1 28.99 128.99 40.64 r--- 22 37 X 26 216.75 1471.75 216_75 471.75 1216.75 - 1471.75 i 216.75 1471.75 - 1510 765 510 765 431.36 1765 237 3$ 3 8 122.22 X / 1185.12 122.22 250,32 122.22 - T266.00 1122.22 --' 266.00 1287.57 431.36 1287.57 1431.36 173.34 73.34 85.36 99.17 185.36 r10 8.3785_36 151.91 1200.86 301.29 1200.86 301.291301.29 24 7 X 50 5/8 245 1, 37 X56 1 /4 51.97 j - 151. 97 70.28 70.28 i 74.98 176.79 74.98 107.65 176.43 -254.07 176.43 1264.154 r---- - 264.64 25 i 37 X 63 136.01 136.01 j - _ 48. 70 48.70 53.21 s 53.21 65.43 74.59 - 153.96 1176.06 153.96 1230.94 230.94 1 X 72 123.47 2 - 31.74 1131.74 134.69 34.69 148.62 48.62-_- 1 14.76 i 14.76 131.61 1160.30 _ 197.41- 26 37 I 14. 39 19.46 19.46 21.26 21:'6. 29.8 t 29.81- 170.36 70.36 98.27 198.27 --_ 156.97 27 37 X 84- 14.39 i 32 53 1 8 X_26 191.6f 1417.04 i_--- 191. 61 i 394.49 191.6t _ 417.04y „.,191.61` t-.. ;-r- 17 4 _ T45•85 _ p 676. 28 1347.25i y 450. 85 23 1. 50 676.28 347.25 676.28 33 3 1 /8 X_ 38 3/&', 98.38 1149.02 j 98.38 - 201.51 198.38 t 76. 04 65.45 214.14 83.09 2 .4. 14 - _ 231.5 65_45 - 11.6.d7 ;:1.94 00 231.01 _T154.00 231.01 347.25 231.01 34 3 1 S X 50 5/8 56.23 56,23 65.45 56.73* 7 r81.44 133.48 192.22 133.48 1200.23- 200.23 345 3 1 /8 X 56 1 39.32 39.32 53.17 53.17 1 56.73 1 58. 10 39.78 48,91 ! 55.T6 1 t5.08 131.60 1 1 .0 1 172.63 172.63 35 53 1 /8 X 63 _'_26.92 126.92 36.40 136.40 39.78 135.92 35.92- 1 84. 77 84.77 75 9 .21118.41 145.82 36 j 53 1/8 X 72 17.34 17.34 123.45 23.45 25.62 125.62 i 21 21,77 1 51.39 5 1.39 71.78 71.78 1120.81 37 53 1 8 X 84 10.51 10.51 L 14.21 1 14.21 15.53 15.53 77 SERIES 1000 & 1500 FLANGE VERTICAL FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES y . L,;: L TITLE: - SHEET2 OF 2 iC Lj'_1` i E N JFR, 10 0, NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED AT EACH EN©. DRAWN BY:. j APPROVED BY: B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X DATE: i % . SCALE: r-L` DWG.: ? VM L r 2 E SHEATHING BY OTHERS if,"J STUCCO _ OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SLIDING GLASS DOOR FRAME SILL SHIM AS RE'O'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING INSTALLATION ANCHOR tt8 SCREW TWO BY WOOD BY OTHERS F1/4' MAX. SHIM SPACE 1-1/8' MIN, EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENTD e d n 1-1/4' MIN. d a D D LIBERALLY APPLY — CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA, TAPCON SECTION 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 0-i1-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS i HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR a8 SCREW CAULK BETWEEN DOOR FLANGE SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS EXTERIOR ELEVATION 2 PANEL DOOR SHOWN SLIDING GL.. INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETA WOOD RS SULK BETWEEN IOK STRIP & IEATHING 1-1/8- MIN. EMBEDMENT NOTES` 1) DOOR MATERIAL= ALUMINUM ALLOY 6063. 2) tt8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN_ EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD 6 JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE R CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOVN- 8) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB i SILL CfIRNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER- 11) SHIM AS REO'D. AT EA- SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 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. REV. DESCRIPTION DATE INI FLORIDA ANT RINC.RS SANFORD FL. TITLE. SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS LBRAWN BY: BB APPROVED BY: ATE: 12/17/01 SCALE: NTS IDWG #FLEX0027 SHT 1 OF b ooco.oc v._ "mm,rT , evoe trATInK ENGENEERING_ INC. 250 INTERNATIONAL PKVY., SUITE 250, HEATHROW, FLORIDA. 32746. 407-805-0365 FAX 407-805-0366 NOMINAL DOOR SIZE AND CONFIGURATION 4068 XX, OX, X 5068 XX, OX, X 6068 XX, Ox, XO 8068 xX, Ox, xO 10068 XX, OX XO 5080 Xx, x, XO 6080 XX, X, XO 8080 xX, OX, XO 10080 XX OX XO 0 , OX, x0 0 , X)X( OX, XO 0r80 Dx x0 9068 OXO 12068 OXO 15068 OXO 9080 OXO 12080 OX0 15080 OX0 90100 OXO 120100 OXO 9068 XXX 12068 XXX 15068 XXX 9080 XXX 12080 XXX 15080 XXX 90100 XXX 120100 XXX 10068 OXXO 12068 OXXO 16068 OXXO 10080 OXXO 12080 OXXO 16080 OXXO 100100 OxXO 120100 OXXO 160100 OXXO 10068 XXXX 12068 XXXX 16068 XXXX 10060 XXXX 12080 XXXX 16080 XXXX i0O100 XXXX 120100 XXXX 160100 Xxxx 8 SCREW INSTALLATI N ANCHOR CHART DOOR. SIZE 48 X 80 60 X 80 72 X 80 96 X 80 120 X 80 60 X 96 72.X 96 96 X 96 120 X 96 ' 60 X 120 72 X 120 96 X 120 109 1/8 X 80 145 1/8 X 80 181 1/8 X 80 109 1/8 X 96 145 1/8 X.96 181 1/8 X- 96 109 1/8 X 120 145 1/8- X 120 106 -5/8 X 80 142 5/8 X 80 178 5/8 X 80 106 5/8 X 96 142 5/8 X 96 178 5/8 X 96 106 5/8 X 120. 142 5/8 X 120 119 5/8 X 80 143 5/8 X 80 191 5/8 X 80 IIT-5/8 X 96 143 5/8 X 96 191 5/8 X 96 119 5/8 X 120 143 5/8 X 120 191 5/8 X 120 li 1/4 X 80 141 1/4 X 80 189 1/4 X 80 117 1/4 X 96 141 1/4 X 96 189 1/4 X 96 117 1/4 X 120 141 1/4 X 120 189 1/4 X 120 QUANTITIES IN HEAD & SILL UP TO 1 46 PSF TO 1 61 PSF TO 45 PSF 60 PSF 70 PSF 6 6 6 6 6 6 8 8 8 10 10 10 12 12 12 6 6 6 8 8 8 10 10 10 12 12 12 6 6 6 8 8 8 0 0 12- 12 12 14, 14 14 16 : 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 ' 14 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 l0 16 12 12 12 4 14 14 12 12 12 14 14 14 18 18 18 12 12 12 14 14 14 18 18 18 12 12 12 14 14 14. 18 18 19 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 19 QUANTITIES IN EA. JAMB UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 8 8 8 8 8 10 10 1 10 10 1.0 10 10 10 12 12 12 12 12 12 12 12 12 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 QUANTITIES IN EA. HOOK STRIP UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 7 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5• 5 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5= 6 7 8 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 5 7 ANCHOR NOTES. 1> FOR MASONRY OPENING W/TW BY WOOD BUCK USE SAME ANCHOR QUANTITIES. p A EXTRUDERS INT. IN. SANFORD, 'FL. GLASS DOOR ATION WITH #8 SCREWS DRta B DATE, 12/21/ 1 IL SCALE: N.T.S.M. R& FLEX0027 82 " — REv.:LETTER: SHEET. nF PI 4AI• '2GIn DESIGN PARA1 fETER5 BASIC WIND SPEED = W MPH (FASTEST MILE) 110 MPA (3 SECOND GUST) WIND I" IPORTANCE FACTOR = Im WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT i 0.18 INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS - +22 , -IS PSF ROOFS = •20 , -20 PSF 30 PSF AT OvERNANGS) VANGUARD/FOX & JACOB ORLANDO DIVISION GENERAL NOTES SHEET INDEX I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BE61NMNG NORK. SHEET NO. SHEET NAME 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RE5PONSI5ILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR C COVER SHEET SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER OUESTION5 PERTAINING TO THE DRAWIN65 AND/OR SPECIFICATIONS. Al FOUNDATION PLAN, FOUNDATION 3. IT 15 THE INTENT THAT THESE DRAWIN65 BE IN CONFORMANCE WITH THE DETAILS, WALL SECTIONS 2001 FLORIDA BUILDING GORE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS A1.1 FOUNDATION DETAILS, CONT. AND RESTRICTIVE COVENANTS GOVERNIN6 THE SITE OF WORK. A2 FLOOR PLAN 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND A3 EXTERIOR ELEVATIONSPERFORMALLWORKNECESSARY, INDICATED, REA5ONA5LY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE A4 ELECTRICAUHVAC PLANOFWORK. A5 INTERIOR ELEVATIONS, 5. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE I/4" = I `-O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE RISER DIAGRAMS DRAWN TO I/8" = 1'-0". ALL I'7X11 PLANS ARE DRAWN TO THE SCALE I/8" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS A6 PRECAST LINTEL DIAGRAM WHICH ARE DRAWN TO 1/16" = 1'-0". A6.1 PRECAST LINTEL TABLES A7 FLOOR & ROOF TRUSS LAYOUTS A7.1 STRAPPING SCHEDULE S1 STRUCTURAL DETAILS S2 STRUCTURAL DETAILS S2.1 STRUCTURAL DETAILS S3 STRUCTURAL DETAILS VANGMM & RI AItiIEENGINEEREDBY: FOX&JACOBS ENGINEERING A OAKE I ! IIF s°a p v s;; it . itill 11 s1 911 if itfanu; PATIO - - - 1 PATIO 3V GO11G. SLAB KIFISEWEyI OVER 6 MIL VAPOR BAD OvM TREATED GOIYACTED FILL Ck1i 3 • 3 eAlisL L 6 MONOLITHIC SLAB - CM TWO STORY 3V GONG. SLAB WA=1W#ESaIOVER6MILVABAlOVERIUPCCtPACTEVFILL 1 p• p• 3 • 5 REBNR BB THICKENED SLAB W/ BEARiNG WALL TWO 5TORY exe LINTEL FILLED W M* COW. I vERnG/ u. fzEenR SEE PLAN SINGLE COURSE LINTEL J= f -I R- 19 IFLStIL. J ORYaW1 DOUBLE 2x - TOP PLATE 1/ 2, DRYKN OVER va Fu OVERR-5 M MNOON UNIT 3- 1/2' COHG. sue YV FISERFESH OVER 6 MIL. VAPOR A"Z OVER TREATED GOFPACTW FILL 3 s 5 BAF* OVER f, SLAB avP t VAPOR BARRIER V O62TREATED GOIPAG787 FILL S 1 • 5 REBAR COW. GRADE X THICKENED SLAB NON BEARING ENTRY -GONG. PATIOS COR4= R BAR aYP1 LAP W/ STD. HIOA' 5 BAR 5GTU TOP COl$25E FILLEDWA- 5 F LB LINTEL BEAM REINFORCING LOAD BR6. 1 s 5 REB.AR COM. 3 1/r CAC. YLFIBHUESH i 06OVER TREATED CCWAGTED FILL r Z DEPRESSED SLAB NON BEARING GARAGE 5 HORIZ. BLOCK CHAIR BLOCK UNDER FRAME YX2' STL. YXYSTL. W,4.NER ris. S{ER V2' STRAI6Nr V2' STRM611T GOUPLR76 COWLR46 1/ 2' TREADED ROD V2, i3 2' O/C 2' X2' 5TL. 1/ 2' X 8' A.B. 32' O/CKA5 ER ALTERNATE 2-STORY ALTERNATE 2-5TORY ATTAGHMENT( BLOCK/WOOD) ATTACHMENT(WOOD/WOOD) FIBER6CA5 SHINGLE OVER ly FELT OVER 1/ 16' O58 OR V2' GDX WOOD TRU55E5 STRAPPED AS SH OMi ON TRUSS LAYOR P. T. IX2 OVER Ma GDR OVER 2X6 5UBFA5GIA W CONT. AWM. VENTED SOFFIT De1. 2X8 HEAVER FOR 4'-W MAK OFENIMS, DBL. 2x6O HEADER FOR 51-4' MAX OPEMN6 UND VfHV H1R6T 2X W5a70 5rMV5 a 16' O.G. W R-11 INSUL. 1/ 9' STUCCO ON HTL. LATH OVER 9 FELT OVER 11W OSB. OR 1/2' CD% 2x BOTTOM PLATE ON 3/4' T46 PLYYYJOD 2X4 COW. UAW BOARD FLOOR I'MIEF5TRAPPEO A$ SHOMI ON TRU55 LAYOUT OR DETAIL TFSHT.'W OR ALr. 2- STORY ATTAGM'ENT DETAIL SHOM( LINTEL BLOCK W4 • 5 BAR PRECAST MTH (1) 5 MEN 6 FT OR GREATER PREGA5T GONG. SILL CAI MA5. F1N5N OVER MI CBLOCKKI-S. DCNBS 5HoM1 LOCATIONS ON FCIIFOATTON PLAN WALL SECTION- FRAME OVER GMII TWO STORY I!)' DRTWAL OVER DQ NSULAT ON 3V,' COW- SLAB UV FIBESPIESH OVER 6 MIL VAPOR BARRIER OVER TERMIME- TREATED, UELL COMPACTED FILL V FI5EW, LA56 SHINGLESOVER I5• FELT OVER TAG" 056 UKDOD TRUSSES 6TR4PPED AS SFIOIIR! ON TRUSS LAYOUT P.T. Da OVER fX8 CDR OVER 2Xb WeFA5GIA 111/ CCNT. ALU-L VENTED SOFFIT DBL 2X5 WEAVER UNLESS OTMER05E NOTED ON PLAN URNDO I UNIT 2X UIOOD STUDS • v" O.G. 1/8' STUCCO ON MTL. LATH OVER IS- FELT OVER 1/ 16, 2X BOTrOi PLATE ON 3/ 4• TFG 0,50. 2X4 CONT. BAND BOARD FLOOR TRUSS STRAPPED AS SMWN ON TRUSS LAYOUT LINTEL BLOCK UM • 5 BAR LINTEL SCREEN MASONRY FINISH OVER CM BLOCK CM BLOCK WAS BAR • SHOWN LOCATIONS ON FOUNDATION FLAN GRADE Z 3 • 5 BARS I0' WD WALL SECTION-® FILLED CELL -TWO 5TORY 5TEM WALL - SINGLE LINTEL FOUNDATION DETAILS 4 WALL 5EGTION E ERING I HOLv in FOUNDATION SLAB NOTE: 3 V2' GONG. SLAB "/FIBERF£SM I OVER 6 MIL VAPOR BARRIM ON J GLEAIL VCLLCOMPACTEDTERMITE- RE5WANT TREATED FILL OR I SENT'RIGON' SYSTEMO YP ) QI F\-A I I7'- t3 a' 3'-4Y2" SBK w v,sv. I 24'44Sf12' TFK I CGNC. PADUW (3) 1 i I 5'a EAUII LJ L—JIn n O uV I -- — F { ------ III 17— I I I I I I I 11 1 ® I11 I`I I li 9 II LJ J. i p a e p 11 16'-6 I/8' Y-4 I I. IIIQ a IF -14. I" TL vA I I in m 7 4' PJG CHASE TO CONDENSER I X W-4• MAXIMUM 5PAUNG OF FILLED G GARAGE i LL5oaX a I - 17 L AD UNGROVfED CELLS THATGAINRESISTAfC0M.PH. g s I DESIGN KALL PRESSURE r = 22 P5F o VARIES 510 ( i/ 8'= 1'- O' Oj MAXIMM 15 ALLOWABLE TENSION ON HOLLOW CORE GORE 25 P.51. - ACT. 531TABLE 10.1 ITS 6 5EGTION PROPERTIES 8' PARTIALLY GROUTED WALL 95AX (MASONARY 5TRUCTLRE5 ALJI M 1-1 / B. 5 = W'L•LX12/ eXT = 95.43 . 1 = 10.4 FT USE e'-0' IIgZIZ. SPAl..ING - 9'-4' CEILING MAX IFS 1.31 X USE 6` 0 HORIZ. 5PACIN6 - to'-O' TO 12'-e' GEILI MAX. USE 6'-0' HORIZ. 5PACW5 - 12'-e' TO Ie' CEILING X l 3/4' RECE55 AT ON_SAR. R. ADD LINTEL W (1) •5 C.ONT. ® 4'-4' W T. (./- 5") L-- 20'-5' 1 i • Ulu II— Elio I 1 ARIES 4• 05 4' 2" WTHISAW.H. HAS BEEN DESIGNED TOMEET OR F(GEED 16'l4G• GONG. eLKT7•ESEC.OhD GU575NtlFtDLOADREQUIREMENTS _ IrXI2, caL. ABV.OFA BI11LDtNG GORE 2OOf- G H PRECAST AM FILLED SOLID ( TYPJ j LmIB- G- i PARTIAL FND. PLAN 1/4•=I'- O' V-2' L4 g= W< 3 T o c 0 U 0a - a` LL V) J U _ 3 Z Q O f— Z zj O Z U OW 0 ozILL 0 LL despleA b' 1! Iy dfITO, W-dales-.- ctfedfed 69cewes eMc Ot,22- 0T i sheet: Al of: ANGHORA6E TAPGON: BLOCK TO EXT. FRAME SHEAR STRENGTH X CONNECTION ITYP. SPACING) TAPGON: 3/16" ® 12" O. EXP. BOLT: 1/2- ® 45" O.0 SHEAR STRENGTH ANCHOR ANCHOR L*HTYVEIGHT PIA. EMBEDMENT HOLLOW BLOCK 3/16, 1-1/2" 46 L135. 1/4" I " 1015 LB5. J-BOLT: 1/2" ® 48" O.C.)K TEST REPORT # I50-20065/ PROFE5510NAL SERVICE INDU5TRIE5,I14C.5EE MFG. SPECS, FOR BIT 51ZE5 d TECHNICAL INFORMATION I 1 I I i 1 EXPANSION BOLTS: I i BAWLSII PRODUCT LOCATIOt, EMBED VIA. MIN, EDGE ALLONABL LLONABL DEPTH DISTANCE PULLOUT SHEAR BAWL -BOL GROUTED MASONRY 2 5„ 1/2" 1.5" 161 LB5. 1165 LB5. RAV4L-E3OLl CONCRETE 3" 1/2" 2.5" 1531 LB5. 2531 LB5. DETAIL DENOTES PIPE PASSING THROUGH STEM WALL DETAIL DENOTES PIPE SLEEVE SHALL BE PASSING THROUGH FOOTING ROUTED SOLI 2 SIZES LARGER THAN GGROUTS PIPE PIPE PASSING THROUGH SLEEVE SHALL BE SLEEVE 2 SIZES LARGER THAN PIPE PASSING THROUGH Y , THICKENEDI I SLAB UNDER SEE FOUNDATION PLAN FOR REBAR QUANTITY 1 05 REBAR WITHIN FOOTING ILI CONCRETE FOOTER W/ 25" MIN SPLICE OVERLAP (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL PRE-ENGINEERED WOOD TRUSSES. UPLIFT CONNECTOR. SEE ROOF TRUS5 LAYOUT FOR QUANTITY AND SIZE. PRECAST LINTEL. SEE LINTEL PLAN FOR DEPTH AND REBAR I6"X16" CONCRETE BLOCK COLUMN W/ 2 #5 REBAR. SEE FOUNDATION PLAN. APP FIN. GRADE 3 1/2" CONCRETE SLAB 24"X24"XI2" DEEP COLUMN FOOTER W/3 #5'5 EACH WAY BOTTOM OF FOOTER TO BE 12" MIN BELOW GRADE T`(PIOAL PORCH 5ECTION G" 4 "D" ELEVATION H z O U J_ Q W 0. . z O F- Q 0 z D 0 Lo C'7 J O ari e..w q- dedp lSY• M bawn 6rb wrAa.fpn da[4ed Or: a w Mr. Of-22-0S t sheet MA a 4 A1.1 Of to tv oPT t Rss 25 5" 25 5" G'-a• Fr. Ir 4'-6' (+22/ -24) 9'-0 VP (+22/ -2N EORE55 w w a) 7x4 e• 4a, 255H 0221 l 4 iv irn Ann ate. a1 ort 4— NO BDRM 5 I I zneb ^ 6' 0' Y = 3IMASTERBDRM ® 3 e•-o• ct.b + 2V-4 V4- 5 121-W „ Q m FAMILY ROOI'1 b'O' OL6. ea er4. lon C YI l - - w W BARTOP I O x'J6• K ' Y x O N aGb. b ALCCSO O'4• Y Y O J i g o r s 99 3'-}• n 4')** COL 70 CLb. 1W o r- ri BATH-4 o b 5'-a• A16. 3' 0• ry 5 = \ z-yao text Ater. Di i i,. o v e r Weo• cry 7oee c OFef 1-e fi•LL ^ •ii riOM V N (N( To av FLOAL C • x O (L tL 2-2x O aR _ b - sm srAcx etas s rrAu FaR rtc wR +oR V ltd .0 f; m tRts To - errsrat_L N 'p w k7-6 VI' 2'-r we• crr _ °•'d wryi e• 3, net ry K e•.o-us 5 .-4 1/6• T- T•.5• •• In •^ l'-T'-3 ltgl6it + 5'-13/8' in 10'-4 VT' cv. 3'r' MUM cvr N S12. nsVKAM ° )3ATN U) w - 13DRM 14 iRas rte `r eases _b - DINING ROOP1h _ eo• ab _ v Z Nall u e'o• d 3 ' II'- '-m' oer ub. I NC4 A•_4• Tt TO AIN - It " P r. 5HOWE , • d r.T w• raw• 1/4" I'-O• Kf m N n BDRM 'b STOv ReRSPasr1b. Ob •• 13: I10 •f - O GAME ROOM _ O rerx _ o.o. us e• o• us ( FOY m J 5 I"TV'` 7D.aeb =-2X4 `. e•o•c€wgLIVING ROOM OR& swn nLL Im'• a' 0.1QroP aw av us. 9 _ BATH 03t2* 6 Q Wh¢bi. eo%rr•. a r U-0 3/4• IR4s e•acLs y n'-4• 1 3• •8 5•.T• 9 -9 V4' LH (+ 21/ 23) i TT'- 10' O ° a gg lo• ctb 25 SH BDRM ' 3 02 -24) - n ^ '•• - - _ --- n S e•a cls3'-V• 3•_6• 2-25 5H X 9e x eo• x so• ae (2) 2551 \ !: a QI TN•1ry (+21/ -28) • . PLArro:arr 1'-0' 1+2V -28) LL i s X wA r-b• V-1 eAV 1'-T VI6 T4 WO" l'-T VI6' w y AIR ER TO WAVE A nM. i° 2bx4:p v Q'-4L — J T-0 3/4• 5•_0• td•_4• J tJj 4• ARANCE ON ALL SIDES / AND OSURE SPACE SHALL a gg eoMR•WIDER THM! A,PPLfANGE. AIR HANDLER TO NAVE A HN w s 0• LEGEND ` ar 4• CLEARANCE CN ALL SIDES nE BEAM. O•o• AFF AND ETICLOfil1RE SPACE SHALL v s IRENnRlIT• WDERR nit4-tAPPLIANCE. Y 6 _ ).' 211 EXTERIOR YIALLS PEKE MO 5LPFIGEfT FOR o GARAGE SFEARLOAD5. 9 e•-a•cLb. r I , .I.G ALL 6rFdICf1ltAL WOO HEADERS r TO BE 001lBLE :• x 1a'• Wr VS• -------------- - - -;;n s 9 FLKCtt ULESe HOrED OTHEFmw ( I 3pRM ' 1 11 dL. S'•7 A/ C CLOSET DETAk SCALE- 4*4-0' sj 7Ubb - e•o• cLe \ t9' • 4'4" ' f{ 2NDFLOORPLANJ w Itr V4 = r-0• 1 ' iIST FLOOR PLAN 4 0 9• 2555H5 16'-0 V2" 25 5H 4 / 16' X l' O.H.D. (+19/ -23) • V4-=P- O• Oc 22/ -29) ' G a Ll b'-4 3A6' W-0 VIb• b'-3 3/4' D•_8 - STAIR INFORMATION ftttttta 401.0• Ri56Z w 16a 9' EA f m R/dAKL 15 a 10 4oV EA, o NOTE-- Qjm ~ LIVMCs FCPOt1 smslA VETAt904 ? W1 FRAt-E WALLS TO c.6. Toauw_ %4M- M FOR ADVffWK . W ary t• NE"EaFi= MANTELM-E55 OTHER255H IN.G (+22/ -24) (+ 22/ -2W AREA CALCULATI0N5 A$B 15T FLR LIVING: 1542 5F 2ND FLR LIVING: N13 5F TOTAL : 3515 5F GARAGE: 441 5F COVERED ENTRY: 12 5F 11 TOTAL : 3914 fjl arpra ty. d awn b1r- aw Oestpn Az 01•22-01 FRONT PORCH 1( 9 eo-cab. ww6 W uoRc.e[x19 CASE 4L liC¢ coLurt+ ACWeove E ("'Pi1e° I1) uad Frse. trra raEulcr.. ne. SECTION 6 PARTIAL FLOOR PLAN ` D' S'-®' S' 5•_8. !lL FIREPL. ELEV. 3514 5TAIR RUN DETAIL SCALE. s. 14.=1'-0` 19'-4• of: o '' AREA TION5 CAD TLIVING: 1542 5F LIVING: 1413 SR 5F 3515 SFGARAGE: 447 5F COVERED ENTRY: 141 5F TOTAL : 4109 5F LEFT ELEVATION OFF RIDGE VEW(TYPJ T-4 3/4` 10 9EC.Q FL. 1 FH I" FLOOR TYP. TEXTURED FINER SCALE: VS' • V-O" T-4 3/4' TO BEC+OIQ FL. 6'-O' 7R1S8 BFii FL A. CORAL FWOSN STYROFOAH S UTTERS ITTP. • S ZrrE ) 5- TK" ad Room TTP. VS' Glucco CN LAT1E TTP. Wom ON cm (TYPJ FRONT ELEVATION V d3/4'TO SE FL. e•-0' 1T 119S Him FE FmEpasLAS6 SWW..LE ROOF avclamaY OPT. FIREPLAce r— — 0 I OFF RIDGE VENT do I I I I SCALE: V4' = r-O" n n z OP OF GO'T'EY TO BE o p \ 4t MOM n'P. ST Y ABODE W *EST o c TExnk;w Fees" UM n PASSES 'M El [I AT LEAST T' W.*M PART OF THE WOF OR _ _ — — M W WN IV NORI MAUY- — REAR ELEVATION SCALE: V4'.. r-O' fAGtNEERtNG MAY h'7 LL W$ w I SO C7 Mgt S6 0 2 em19 wd aa.oar-e,.e..I aw: a z4>ti sheet A3-D Of. EsDRM 'S i BDW xMASfER GEILMG FAN PREUIIRE(OPTJ crm CEILING FAN fSTOJ Do 10 cFr+ to x / O xke x 10 BATH 04 — a a' 4- Q S CFI} x F 1 O sp / A25 S I' t0 FIRST _. lU. t.G. a,:,Yl to Ti113d fJN BOW ' 4 I I CUSSED UV LKa14T 4 it CEILRJG FAN PREURVOPTJ FH eo eox m lOPT. 51-101 WD Y. F. RAG r r 1/4•-I•-O• Ioxw C/ j i%, \ lo Leo C71FN 40 CEt G FAN FREW WCf'1J N CAME ROOM J jOxto sOo a'tax112-ORA 3DRM ' 3 10 x 6 X xCFl1CEILMIG FAN PREIURE( O Ix to I O 12x8 10 10 50 Qe/ CCFM CEILUJG FAN PREw1REf0PTJ BDRM ' Z O i a NOTE: SEE ATTACHED NVAG FOR CORRECT PLAN: DO NOT USE HVAC LAYOUT ON THIS SHEET. o we I n AND FLOOR o "' ELECTRICAL PLAN ELEGTRIGAL LEGEND OIVLEY iSGFirIC..E B HP 6AT.TOFNLr iOIfiTRIM1Mi9l FH06OW TMEW,aPIREr Z' JO gl1S M FHOIE MIST A pYG01FEGT EM T FINSraTGH 0 w Fo'Fn eurroH 4 WYSGH 0w OWRWELL AF 3T4AY 3MCN Q FCJJlDGCAHT I. IfA1T UK OC1 PHft1 CMES I.16MF SNOKEpEiFGToa fib. HOHfF Vac FaooF sHav: OF1FL O[ Hill. HOIRfF varamoxner p Uslcrlw+COx LI6Hr MYEDALU O R owmff CELW. FAM F1MIFE f y FLIG rt Fbffllte I\ l I OPT. D) E tTNT/ I ® »- x 10 2 cex.F>GFaa sro'/ 1 oAIY yf 1CJ'"-' 19• vc X I CT. FFM Xwx. x L a• II" UP iEGr Ecr AIR HANDLER TO WA. A I"1IN rER 4' CLEARANCE ON ALL 647E9 / AND ENCLOSURE SPACE SHALL NK 12" UADER THAN Arl-LIANCF- GARAGE l p PREURED GAR OPENERzI I I I I 1 I I i I I I t I DINMCs ROOM 9" \YJ - 12• UP ® l lm x 10 h° cf" FOY€ L2 LIVING VPOM DRYER VENT-COACHLIGHT THRU WALL NOTE: SEE ATTACHED HVAC FOR CORRECT PLAN: DO NOT USE HVAC LAYOUT ON THI5 51-IEET. IST FLOO1 ff ELECTRICR PL I ' LIVINGROOML 000 6R ' I I I i PARTIAL IST FLOOR nZ; O ELECTRICAL PLAN V4'=Y'- O' Q J U w w J w a LL ' gs w_ W z° v s un M a J E o 0 s m sheet A4 or: TO PPL ELECTRICAL 4 PLUMBING RISER DIAGRAM5 2 / 0 SFR CAME hE uTER g - 6 200 A RANGE 8/3 WM MLO DRYER 103 W9 4 BARE PANEL PANEL L APP. 12/2 W3 GJtl. LIG ITNG GIR t4/24 M ANS a' GROUND ROD RISER DIAGRAM / 200 A 4 WORE SERVICE LOAD TABLE MODEL 3515 QUANTITY T 2 1 RANGE 40A 2A' a Ivow 2 1 DRYER 30A 2/P t0 5 t DWAAMR 20A VP a 1200 1 FOM#RATOR 20A UP R 540 1 I Dt5PO5Ai 20A VP t2 1540 1 1 WASHER 20A UP 12 500 2 2 S iALL APPLIANCE 20A UP t2 3000 b 6BIUM LV4 NG 6A VP 14 6250 I I GARAGE DOOR OPENER 15A UP W F" I b PADDLE FANS (Ib) 5A UP 14 500 SUB -TOTAL MAUS) 3000 I bt loom WATTS AT 100R 10000 WATTS FEMAWDER 40L aoib WATTS A.C. 30W WATTS TOTAL 3000 WATTS TOTAL LOAD APIPS WD AMPS SERVICE SUE 200 AMPS 5514 ELECTRICAL R15ER DIAGRAM 5514 PLUMBING R15ER DIAGRAM INTERIOR ELEVATIONS ITCHEN 0 KITCHEN u6M m a Hoop RAMSE 515 512 OL536 VAV40 KITCHEN ©-BATH #3 NUrt LWA4T o a VAVW `--VA040 BATH #2 O BATH #4 UGW Z% COLUM MP) QPr.vA 42' V2 KI L OMA5TER BATH I/ WALL DETAIL INTERIOR ELEVATIONS LM I/4--r-o- K Z Q Q00 — 0 ww w W W J w 0VNNZ W C Z W JIaW i1 W Wb C7i v f 4 fl 0 ddermd by. ti dl byd—ddpl dreimd by - sheet A5 UGW Z% COLUM MP) QPr.vA 42' V2 KI L OMA5TER BATH I/ WALL DETAIL INTERIOR ELEVATIONS LM I/4--r-o- K Z Q Q00 — 0 ww w W W J w 0VNNZ W C Z W JIaW i1 W Wb C7i v f 4 fl 0 ddermd by. ti dl byd—ddpl dreimd by - sheet A5 77 .fir}n' p 1p . .ua y4 lo}a y:* kk t L_. 1 . rLr ir`r Y rf1mrFW L i1i17>•I L friY`N iii 1 1_ ) i ea E 1rr F. r i`i iyi.i!r isYlllYiY E i GiicL ir ri r 4sr iiil}ii Uaiir EMilk'": w 17 Ll.i r r{Ii!+i GY E Citi MWZ'sEN i LiiG>i A4i ica6 Ni racra a rge rvCic tl.riilul.fir 1a r..wC E, J sp.C+r?I' 9 7 a 7p'P w a al a a i s P:LL:irr G:Vis r '`e >rr L ' s4i ' t a n Crl Ld Q b 9 M S; 5 ^? 5 a`. i : d 6 4qew3514 LINTEL SCHED. IV LINTEL NO. LENGTH TYPE COMMENTS L 1 Il'-4' 8F12-IB/IT ALLIED LINTEL: A-H L 2 l'-6' 8REf-IBAT ALLIED LINTEL: A-5 L 2.1 4'-B' 8FI6-IBAT ALLIED LINTEL: A-3 (ELEV. U L 22 4'' 8REf-IBAT ALLIED LINTEL: A-3 (ELEV. U L 3 I'-B' 8FI6-IBAT ALLIED LINTEL: A-5 L 4 l' 6• 8F16-IB/IT ALLIED LINTEL: A-5 L 5 4'-b" 8FI6-OS IT ALLIED LINTEL: A-3 L 6 4'-6" 8FI6-013/IT ALLIED LINTEL, A-3 L l 4'-6' 8FIE-OBAT ALLIED LINTEL: A-3 L 8 4'-6' 8FI6-OEMT ALLIED LINTEL: A-3 L 9 4'-6' 8RF3-OB/IT ALLIED LINTEL: A-3 L 10 4'-6' ERF14-OBAT ALLIED LINTEL: A-3 L It 5'-IO' 8F8-OB/IT ALLIED LINTEL: A-4 (ELEV UL 12 l'43' BF8-OB/IT ALLIED LINTEL: A-5 (ELEV. U L 13 1'-6' 8F8 OBAT ALLIED LINTEL: A-5 (ELEV. U L 14 l'-6' 8F8-OB/IT ALLIED LINTEL: A-5 (ELEV. U J w z i i i i i i • MI E IMI MI q RS mpp Ory° Ipp aRirvf'iNQvp mEl m F x of 13! ry c7{ 13 q g7g mpm' b O a b@a I fa a: P ivm Y m'FDQ O-iv ai Ilio 9 g O R tV m Ui r o Nm< aI J Q Q QQ.Q Q.< QQ.<Q Q Q 5 REBAR AT TOP P'' L (1) FWQV N)' CLEAR O - GROUT 5 REBAR AT BOTTCN irOFI -ROM CAVITY 5/ 8' PRONDfD N L B' MOHRJAL WOTLI VARIES) FF . FILLED UTu GROUT ) U . U U-W 1i1. 4NTiTY OF 5 REBAR AT BOTfOH OF L tIEL CAVITY 8FIB- IB/IT NOHNAL UvrA j J Lm OHTITY OF NIT 5 CMRIAL { g<* REBAR AT TOP TYPE DESIGNATION sa v m a a rt'l rl9I xap p g c g m° m ry r°,j ryeS.oj0° pp 131,10J°Fim n y Qgm a m P IR magi= Prm dr, ONEems- LP W n 9Po§i: 11111 wCYl tt Y V^ 1 rP eyy m a ln r n 0 op m a Y airs r9;, nfa Qaiie YcPR a 1 o rvmv_ Ul J QQ QQQ Q«Q QQQ Q Q L6 L5 L4 L7 L9 L3 L1 3514—' '& LINTEL DIAG. f r SCALE: N.T.S. Tr 10 LL2. 1L2 111 H11 L14 0; L 11 L 12 L 13 evlsiors: rr< e.. nM WIRRICAME ENGINEERING Aa ' g W- d L 1 brd dreMb!eQ w dMc C1-22At PARTIAL 3514-' ' D' AY LINTEL DIAG A6 SCALE: N.T.S. DOTES: CAST-CRETE SAFE LOAD TABLES MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS I. ft Fr - " In Is = 350Ep5I 2. Ft prestl,°esed .i = E100O P51. 3. fir grout = 300E p51 w/ Irmmi m 3(W egvte 4. C w-r=IE maorl wits CM Per ASTM 0 Im m" feet area carpesSrve stt8yth = 190E pst. 5. > provided a Precast itl l per ASTM A615 ERG0. Feld rehor per ASTM Ab15 6R40 or Cam. 6 strc d per ASTM A416 cfadeZ10m. 1 1132 wire per ASTM A510. 8. Mo t)r per ASTM CZU type M or S. GENERAL NOTES I. FTovlde full mortar dead and bed pips. 2. Shd a felled IrteK a5 requred. 3. Drtniktlah of Itrtel mast empty wtth the crctttectlrolarli/cr strtctllrat drwsys. 4. LtdeK ere RCs11fCLt1rH) Y41ti1 5 1/2' big notches at the endstooccanrradotevatrAlceRrenFoergrnd1a rc. 5. AD lrtefsmeet ar exceed L/350 vertcal def tcn, e a pt Intel.- I1'-4• and iac3a with a n mfrffutleljlt of 8' meet ar exceed L A80. 6 Ba[t171t Field added tE417r to be Ideated of the tnttam of the Intel cavity. 1. 1/32' dctrleter wre strrups are welded to the tnttom steel for 111eCI I rib rindL7ci9e. 8 Cnst-"I ce carcrete may be pTovded In canpo5lte Intel In feu of cartete 11lasary utNts. y Safe Imd r Zr teed on ratvnl desa3t anolysls per, ACt318andACl53dSAFE LOAD TABLE NOTES 1. All vokes. traced an mewmil t 4' beam[. ExteptcP, Safe bads Far unfilled WilbeK must be racked tTf 2[3% If becrrg "9D' es Less Mon 6-1/2. Safe lood For alt recessed Irrtels tnsed rn 8• Wartime tffirc3. 2. MR. = Not Rated. 3. Safe loads ore totat s4mmposed allowable kind on be satin specified. 4. Safe beds txEed on grade 40 or gvde 60 field relxr. 5. Adchtornl lateral kind ccpauty con be btamed by the descrer tly pmvldN addles I renfarced rtasarry cbove be precast Intel. 6. Ohe tl neW may be sutlsbtuted for two N5 rebus in 8• Intels only. 1. Tte de5m?rer may evoktate commits oted lands From time safe kind tables tri cokubtrq the moxall" resrstrg mYnent and shear at d-owoy from the face Of support. 8. Far composite Intel heights not shnwn, use safe land from next owes I1e1cj1t. 9. Aft safe body n wits OF POulds per Ireor Foot. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS C ... GRAVITY Le6Tf1 lraE 4'- 4' 152•) pRaA57 14A9 3153 2952 3 54ri, T04 bW O 34a 4982 64Q 946 081E W- 6' (541 PRECAST Ebb m Z182 2194 SEM 975 6254 3fa 4982 64V 946 08785'-' Mal) PRECAST lay am m58 30'E38151® 2624a1464126145'-10'f1E7 PRECAST g TR 130 14a 104 21m,3352IE73 2mgm64'R549E 64N V- 8" 017) PRECAST 82Z 9Ol Ell 2933 256 3812 452Z 9Ol 6T1 Z•® 41 61i3] 61T1 I u l Y- 6' l90') PRECAST 665 1b1 art 22r2 1958 243 2944 3439 164 l3T7 23P 3609 549Z 1624 5132 9'- 8' (N6) PRECAST 3N 420 834 09 07 042 6W4 IBM 5M 928 Wn 21R 260 3995 Z8T"i8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL LEtGTFi TYt1= sR e46 80% 52') PRECAST 12M Ee 246 3 ED 1 41Q 4961 5525 932 932 aME19Z3993mI4ms485Em% 54') PRIMKST i92 ISOI 23m go 3931 41% ss n am am t92 14$ 2240 3036 3®1 4643 5453 6B') PRECAST 92A• rR rFE 2423 30M 36C1 4W5 sw sly924 1 rtal 2351 2418 3ED3 4233 M-) PRECPST 8%• lea rut 134 29f3 350 4R8 469 469 895 099 I6'0406 PREtAST eB2 ISB 8l3l0O Il9naO1 T680•) 956N6O')ST83642 JZM3MR 2` 153l t4S33Z493T B08O70289 2 351 6) PRI3A5T 56T3863B' R5 614 245E REDLCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY 1F/ m TYK ae eFe-e eF e 2'- 1EY34-) R;E3CAST 7XI 3b6 44-8 fCE9 15M 90G4 CCU IFga 3% 44'0 6t81 E3a 9W4 04TZ Hi 3' t' (42') pr AST 3m 33n 4 6001 86 8633 9441 230 366 M"B EfHi 7526 93134 D412 IfF3 4'- 0' (48') PRECASTm9mm 2496 3461 4435 540 6384 M55 202- 2645 4478 1D31 192ra 917a4 04V 4'- 6' (54') f92 PST r flee 19B 2661 3403 4I49 48% 9 44 2r10 4021 E67i m 9404"R 9668 5'- 4' Oi4') PR PST 1184 1 I809 29n 282b 333i 35% 665 a89i l 15121'61 54CID 1 6424 14W 5'- ID'CO iPRECAST 912 mm 099 1414 NOR 2934 213 Sat 1'1592464414454584431I578E6@6'-6' ( W) PRECAST gal rm 2" 32W 2146 3358 1 3" 45M t25 201 3E396 SMO 734 1 OTS 630 1'fi• M) PRECAST 161 OP. 615 2 R94 243T WIN, 3® @916. Z. 0 3839 536 ems 9W1 9'-4' ( a') PRECAST y1 6M 1469 cm mw r54 W WS 2544 3,-W 4E 5-- 371 f0'-0YI26') 192ECA5T 402 1125 Re ME 13ffi q56 658 E14 200 2TT4 313E 2434 11'-4' ( l3 ') PR(i1 5T 445 598 0 i5 654 2355 rF8 ZT5 59B f3fi W54 2441 31M 41)" 1T-0iF44') PRECAST 414 545 16M M14 KID mm ffi 254 OR3 22m 283 399E 13'-4' d6E'1 PRECAST 362 anEO28 1331 I63 1224 14re 485 13- 6 14M IB58 2343 292E 14'-0'( 168') PRECAST 338 3d 919 m92 1462 051 126E 4ss a® am rm 2153 2666 IW-8" M'1 PRES MR_ 465 F30 2 345 260 3185 365 15'-4' ( 184h FPES MR. M w tit 1R iR R 420 1555 23U 28'0 340 fT-4, ( 208'1FRE5 NRU.-13 NRN2 iR IR MR NZ W 9!0 1400 6ac ZM 2FO0 2321PRE' N. R. NR1R w wiz R19'-4• W090140E11W21'-4. 1756')PRES NR NR NR tit 610 940 ENO f18O 21022'-0121W)FREsNR. SM 8M 12y] FAD MM Z4'-0128W) PREST NR1R NR tit clD lm w3o r30 FJO UPLIFT LATERAL LEFC TN t3FB41er+ 24T BF649 ale tiFe 7-70i 4'J PRECAST 2II7 2618 01 3SW MR lest 90S 20Z1 zlzt ztB+ 4"" 3" St90 G4a1 8t161 3 6' ( 42') PRECAST 265 Z1a9 32M 42En 52R 62a4 IRZ 1251 1251 ZE6 22E36541333911D611EE64'-0' ( 48') PRECASTIB'6 t969 368E 4532 53n 6245 938 i618 I9Z52'R 3'S 44225M4 blia 438 4'-b* ( 541 PRgAST MO 1 1-62 1 25E1 3251 4tMt 4167 S25 m i21 em rDs12esart39B41551554M5-4* M-0 PRITASTB93' M84 2110 ZW 39Z 400 46b 505 505 F431 2O`37 26-0 3rB3131 45" Efil fcED 2505 3084 36fi5 4247PRECAST 418 418BIS24+1 300 3583 4El 18') PRECAST IZOa r® 2Z Z A 329E am6'-6' l0189lrm"* k826842192ZD33Q6' 3ffi912141519142954 1•) PRECAST z?n324E1'-6' 591E5112914% men 2351 z191 32g 9'-4• gl2'J PRECAST w 9eo so VW 2144 454 EM 156 k9ZamFWDZ272534R'-51126•) PRECAST 16• 1 4w m la2l a61 14t6 FBI 3% 493 6 60lam9rW20942399m'-4- ( 1%') PRECAST 666• 49R 899 11134 MR 55 363 SSb 666 53905IM14EUS2FM12'-0Y144•) PRECAST 601' 4' 631 86 1" FM 340 494 631 4mBIB12m014IT" 20M 13-4. OW') PRECAST a• 340 532 6M 841 1153 302 3% 5E 409662C04rlIfi3'1 Wn 14'-L7'( 16B") PRECAST 45B• 36 493 635 TB 922 286 5B 356299221254IMl2E6N''$'0167 Pr€5 249 35Z 58Z 852 R96 149/ 114Z MR. 35-1 Z25 n6 s30 553 6T1 1 925 E,•4• J PRESTRESEEE 228 3Z9 542 T91 10R t3af 616 MR. 3Zl EB 236 361 464 96l 6-0 TM rY-4' t23W P Me n6 441 814 IQ1 l3#1 MR. Z55 SM MI 19'•(232.) Ff2 65 23R 389 R3 M 9A lea MR. 204 145 186 218 356 433 5tZ 21'-4'( 2%")PRES 142 212 3% 411 63 aEn 993 NR. Ill 2Z'-0TZba7 w2E5 I40 Bl 00 El5 268 M2 343 451 4B 1Dl e93 TN 941 NR IEd 24'-O(` WJPRESTR 2M 3a 380 44l 35 HR. 135 12a 186 29O 4[78 533 fi80 B33 RE=E VAWE BY 25% FOR GRADE 40 FIELD REBAR I NOTES: I ALLIED LINTEL TABLES MATERIALS $ INSTALLATION I. refer n pr$ost Intel 6R60 per ASTM A615 2.. etu in poured to mm CR40 ASTM A615 3. ft far preco5t Intel.- =400L 4. ft for field rarrete =3000psr s corcrete moso" units per ASTM C-90 m hX ppeerr ASTM Cn0 tpe H or S 6. colcultons ' Rchurd ( 7. NevmtaL P.E., Riddle-j*- m egrlem-rg kc. 1, shore off cortQosite Intets 4" OL. 8.1311 composite InEm calcuMEd with 1#5 of beawl 9. sof lo0dtcrFe-d onnomml8• tea. 4" mntm W. to' allload• stow' n per linear foot 11. far 1 Igthen 1nt listed use next tnger letythtt for safe Iaad FIELD REBAR N5 GR 40 ChM CONCRETE FILL FIELD RFBAR 05 GR 40 ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LE G H ure1FILLED FRL o FILLED FujEoFRIED FILLED FAD Fni[u A -I 210' 6549 6251 10125 12000 1200E 1200E t2000 1200E A-2 3' 6• 3EM 3858 5231 8552 1144E 1200E 1200E 121M A-3 4T,• 2081 1914 3%1 4616 505 1269 8501 9924 A-4 510• 1128 108E 1810 2483 3336 3413 41531 535E A-5 15' 902 1056 1844 2542 3294 4029 4190 5522 A-B 9' 4' 656 1-% 1112 1534 1994 2436 2902 1 3346 A-1 IOT3' 489 483 841 11-10 1522 1851 2211 2555 A-8 11' 4' 502 612 025 1530 ZO02 2455 293 3389 A-9 9218' 421 488 900 1224 1604 1968 236E 2121 AAO 194' BIB 419 T14 1053 1381 2 3324 Z-W A-11 14D' 342 3T3 690 938 IZ33 15to mm 2041 A-12 14' 8" 308 334618 842 1108 1352 1624 1819 A-13 n' 4• 212 285435 fill 808 988 Im 1380 A-14 R' 4' 250 395 496 850 1138 1052 1408 IEA8 1980 A-15 20W 225 355 413 184 1300 1510 18EN ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO LE GTH a Xil' UNFILLED a•x8• FRLED VX12" FILLED8"xss" FLIED 8^x20- I FIRED e'x24- FRIED e"x28- FILLED I 8"x32" FILLED LATERAL LOAD8x8 FILLED A-1 210' 30% 3150 9194 MM MMI MM fWMI MM 4408 A-2 3T5' 0EEi 1816 5445 10X0 KXMI 1000E 1000E IOOt30 2542 A-3 4' 6' IC18 IC194224 990E 8203 9440 KXIM 1 1415 A-4 5110" 515 603 23°ll 3319 430E5333 6166 m48 Tn A-5 18' 345 3XI 1421 t918 2552 3514 3%1 460E E" A-E3 9' 4• 228 252 34 1296 G655 2059 2542 294-1 423 A-1 lair 85 209 1$ 049 EW 1662 M25 2341 329 A-8 UW 303 399 652 94l 1170 14-92 I151 20284 A-9 128• 24l 282 as 160 991 1232 1464 1695 mp A-10 134' 253 253 910 IM 892 N09 1303 Ism A-11 1413' 225 324 4 a EC32 8241025 R% lam A-12 1418• 1911 1 2181 442 609 169 5 Im 0)Bm A-I3 IY4' 45 253 ES 4EB EDS fi 842 914 A-14 19'4• 184 214 MO, 420 SZS Ebb 115 am 1 A-15 20U' f14 203 2% 4C5 504 Ea0 68D J w 0 VJ J W z_ J Is= i a. tc 4n="OF dttlwt 6Y- dmnrdrtaipn d1ulesd 6Y• w dsfrr 014-24t street A6.1 at 4 ROOF 6FEAIWND OVER ism NAILNG ZCTES) 15ACKNAL W 0) lid BAY-3 BAY WOOD TRI68E6 34. O .00, T/16. OSB L• BRACE TO EXTEND AT LEAST I OR Vr CDX W% OF SEB LE WW (SEE TABLE) 2.4 MAC. BRACE • 43. OC. W 14110d NALS . FAA. END FIRST TWO BAYS 1 GABLE TPJN6 214 PAtEL BLOCKING . AW O.C. FOR TIE ()) ROM OF TRUSSES FR7ti EA END TYPICAL ATTAC34W W (21 *d TOELAILS GYPSilt WALL 60 SW PSON •A3b• AT 3'-0' OC. — 2x4 DRIVNLL NAU DOUSECTIONT2. ATE F—STRAP TYPE 'D' AS• OIL.) k" N`4" 4. OL Wd NAILS . 4. OL, OVERLAP SWEATWNG W U' H.L SPLICE SIEAi X4 W16e1 2X4 B 3/4• F 2X4 B 7411-i TRIMPERT U BLC 1•5e TO R TRU55 L ® STRAP TIE • EVERY 31d STUD C4N4ECTNG FLOOR TRU56 TO 2nd FLOOR STUD F. BLOGK TO 2ND. STORY 5TRA NOTE. SEE TRUSS MFG.•S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRUSS ANCHORAGE: NOTE, V USE (U TYPE 'c' (OR NTERCWANGAME TIE) FOR TFA" TO FRAM BALL OR BEAM CONNECTION LWES6 NOTED OTIE3AF5E (WWJ 2) USE (V TYPE 'A• (OR INTERICRAW.AKE TIE) FOR TR166 TO BLOCK SALL C0NNECTIOI4 (ULNO-) 3) USE EF-LLB"--N (OR WERCIRANGEABLE TEr-0K ALL J04ST "ANGER 4) U 3(3( )16d OR(1(3) n4 . 3 V4• PASEL.ODE CAN NAIL TO FASTEN JACK TO IMP GRDER (T413) 5) GABLE TRUSSES F£dNRE (V TYPE 'A• OR fl) TYPE 'C' STRAP AT 48' O/C FROM CENTER OF TR)66. 6) ALL STUDS BELOW GIRDER TR IJWS SMALL BE EITiER CCNdECTED W $R'PSON SPA STRAPS TOP .AND BOTTOM N ADORION TO OT14ER STRAPPW C44 F1..ANS, SMLAFLY, 4X4 POSTS REGIRE W-61`4'. ON EACH ED. 4X& POSTS REa11RE (3)-6P4'. ON EACH END_ T) 5OTTCT'1 RALF OF MT616 TRIM STRAPS SMALL BE EITIER NEATLY WRAPPED UNDER DOUBLE TOP PLATE OR NEATLY FAST84 -0 TO VERTICAL STUD OR POST DEPEND443 ON ALKO41EW OF GIRDER AN STUDS OR POST BELOUL SEE P06T STRAPPING ON It .N4D 2Td'FLR rl-" PPEfDLATEC &=VAt@ff MAY BE SUBSTITUTED FOR 4WD NAIL DEOGNATiONS• NAIL VALUES: Bh^T>7O14 T(ATIONAL DEw4m 61PECIFIGATICm FORWOOD CONSTRJGTION FIva TABLE 89e - ' NA)L6 AND 6FIKES - LATERAL LOAD DEW-4 VALLES• NAL $FEAR VALUE (b.l ad ID3• lad as- 16d 14S• _ 16" PRO" SEE ELEVATION L' BRACE W IVd AT A^ Or - SEE SC/EpLE FOR SIZE AND LOCATION) CQttHJOt* BEARW GABLE EW MACM MTAL WIND SPEED 100 tPK P1EAN WALL IEIGW UP TO 30-0' 40-0-0 V 8MCM REOUNNEdis SRO 5PACRA& NO L. BRACE N 2x4 L' BRAILLE W2x4 L• ORAGE 2) 2x5 V apWZ IS' dO - 4'-5' Y3' - 6'10' b-0- - r-r WO' - W-e W-O. - &-w W-W - 8'-D• N-w - tY-0• a=E •L- BRACE 11187 EXTEND AT LEAST S0'4 OF NEB LENbNT GABLE TR)SS Sn-6CH A35 . 3'-0. Or LATERAL4OF14M6R ESE. < 4. OC. Wd NAILS • 4' OC. 2x4 DRYULN_L. TYPICAL GABLE ATTACHMENT TO U)00D FRAMiNG END WALL MOM, T"IS INSTALLATION B N ADDITION TO BRACING. REOURR184T6 OF TRIM tLYNFAGTURER P05T 4 a POST 0 7x4LEDGER TO MATG160tf4M 2x4 BLOCKPY . 48. OC, CWORD SLOPE OF 6a6eoR TR/SS ATTACW To NEB6 WTW CIAMTER9 OF a)10d ILAL6 ;= W 10.1 NAILS 4. Or- TTPI , GABLE TR166 M13 B SECTION t7OUBLE L• BRACCE DETAIL 7x4 LEDGER TO 77!FaM CHORD SLOPE OOOCP4 . 48, OC., ATTACW TO WEBSRACEOF (2) 10d NAILSC.TED W ION WAILS OC. TYPICAL LE FaM NEB G SECTION SRCiE L'BRACE DETAIL 40-0-0 r'+ ililifilifilililii ll lilitililililill i' 1 1 T ii I 1 lii 1 1 1 it ImImimImimimiMImuNl LAUN 20-8-0 19-4-0 A 4W 0/6 40-0-0 FLOOR TRUSS LAYOUT V MAY NTS. 9 0 W re U £' O IL LL (j) O Ix QQc` J O 0 ILL of F- SI LL IIIW !1 V w_ a 1.Y1•bnu 4 a b% de.lp edST' d drawl br doss 4.a1P d)ecY.7 br.wv deb: fH-32-01 sheet A7-D Of: STAFF I NO 5CH UL 5 ( P50 N Y PRODUCT VE50RIPTION COMPLIANCE LT FASTENERS LO UPLIFTMAXND(LB.)U DP A META18 CONCRETE 5TRAP SBCGI g603 1)12lq 14-I0dxl.5",(2) ( 10-16d 1500 14g5 B H5 HURRIGANE CLIP NER 3g3,422,432 4-8d, 4-8d 1485 455 265 G MT516 TWIST TIE NER 413 14-I0d 3116 1000 860 D LSTA50 STRAP TIE NER 413, 443 22-I0d 1610 16-10 E H0526 SIN6LE FACE MOUNT HAN6EF.NER 3q3 14-I6d 4 6- 16d 10000 1550 1110 F HU526- 2 DOUBLE FACE MOUNT HAN6E ER 3q3 4-16d d 4-16d 8033 1050 1-15 ML MBHA3. 56/1.25 MASONRU HANGER 8" SBGGI g603 18-10d, (2) ATR 3/43/e x8" 5g55 1885 1355 MH MBHA3. 56/q.25 MASONRY HAN6ER q.25 SBGGI g603 14-I0d, (2) ATR 34"3/a x8" 6050 3145 2260 M6 MBHA3. 56/11.25 MASONRY HANGER 12" 5BGG1 g603 14-10, (2) ATR 3/4"3/a x8" 6050 3145 2260 0 H08A HOLDONN TO 3" V400D NER 3q3 46g 5) 1/8"3/a A.B. 28661 6465 4650 0 5P4 TOP PLAT ANCHORS 4X NER 432,443,4gq 6-I0d x 1.5" 2g11 135 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,4gq 6-I0d x 1.5" 2g11 135 530 X H6T- 2 HEAVY GIRDER TIE DOWN NER 432 8-I0d d 3/4"3/6 or LBP 5/8"3/6 283338665 6485 AA BG4 POST ANCHOR 8 GAP 4x4 NER 421 3-I6d d 3-I6d 3100 q80 100 BB BG6 POST ANCHOR 4 GAP 6x6 NER 421 6-I6d 4 6-16d 4100 1050 150 GG BC46 POST ANCHOR $ GAP 4x6 NER 421 6-I6d d 3-I6d 3100 q80 100 66 HT520 HEAVY TWIST TIE NER 413 24-I0d x 1.5" 4430 1450 1245 II HD2A HOLDOHN TO 3" NOOD NER 3g3,46q 2) 5/8"3/a 121502115 2000 MM HETA20 HEAVY GONGRETE STRAP NER 3g3,46q I)p1q 14-I0dxl.5" (2)1219 14-I0d 1135 14g5 LL HHETA20 CONCRETE STRAP NER 3q3 46q 01219 I1-I0dxl.5", (2) I 15-I6d 2150 1560 00 MTT28B IHOLOPOHN NER 3q3 432 24-I6d AND 5/8" OR 3/4" PIA A 4455 4455 WHRICAME ENGINEERING a" n+- sam WX (" na+-Ss P.O. 8O" 1W413 /LDWOM "MM A MM Woks a roams ray asn LL W 0 s j o ask to 4n M- 0, sheet M Y 004 A7.1 i Of. 11 i Yr Of 10-N0d NAILS S&L STUDS 4 HEADER r Wr a-Ip0 w+aa BOTTOM OF HEADER HEADER 2) 2x10 Wf V2"CDX FLRCN 1 HEADER STUDS UA STTUDS REfS11RED ORS IV W/ IV-Wd NAILS • BOTTOM OF WALL /HEADER STIR 7x4 p: yr STRAP F4,CRY OTFI2 STII7 F A BLOOD DIARRAGM ZONE 19 CALLED FOR ON ROOFL?OF FRAMING PB'ER PLAN PROVIDE 2x4 OCKNG • N1 PLYWOOD PANEL EDCt9 a SEE GONECGOR CHARTRC9 NAILS • 4' OC, FOR BLOC7® DIAPH FTAGM ZONE SCHEDULE FOR STRAPS) Sd NAILS AT 6' OC. OR 6d NAILS AT 4' OC. OR EOUTALNALER DO16LE TOP F'L.ATE EQINALNALBtf PNI$'IATIC PNWEMI.ATIC NNAIL AT NAIL AT SUPPORTED EDGES 9 SUPPORTED EDGES AND 1A6. OSB OR COX AND BLOB AND R' OL, TJ• OC. FELD FOR OTHER EXTERIOR SHEATHING, FIELD FOR SHADED AREAS Y AREAS OF ROOF NAILED W/ 10d CaALV. OF ROOF 4 OC. EDGES AND 12' OC. FIELD 1116• 05B SHEATHING 7x4 P.T. WALL. STUD W/ OR VJGDX TYP. , 3) UP DIA ANCHOR BOLTS TO BLOCK W- 0' 4'- 0' r 0 VJ• DtA. x S' ANCHOR BOLTS EMBED 6' MIN. INTO FOUNDATION Of 2' x2'xIB' WASHERS, LOCATED WITHIN 6' OF EACH END AND 32. O.G. MAX. ELSEWHERE BOTTOM PLATE TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS 2x - TOP PLATE BLOCKING REaUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING I ROW OF c2X413LOCKIG SPACES AT 48" OC_ REMAINDER TO BE BLOCKED AT 96" OC OR RAT RUN. L BASE FASTENING: FASTEN FLOOR SHEAT"ING METAL TO FRAMING w/ 8d COMMONS OR Sd go FRAME WALL HOT DIPPED GALVANIZED NAILS ATTHE FOLLOWING SPACING: eLOGxING BETWEENSTUDS 1) ( o" ON GENTER AT ALL PANEL U DETAIL TYP. BAR TOP EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING Sip ASSHOWN ON TRUSS LAYOUT FLOOR FRAMING 2) 2X- TOP PLATE SHOU 1 o 24" O/C) DOL. 2X0HEADER FOR W-6' MAX OPENING. DBL 2XI0 HEADER FOR V-5' MAX OPENING UN-0 - 2X- BLOCKNG AT MID -SPAN i6' OC. STUD SPACING FOR T- BRr FRAM£ WALL. NL BLOCKING is 48" O/C MAX. IN FIRST THREE FRAMING SPACES 4 96" O.G. THEREFORE FLOOR BRACING AT ENDWALLS WOOD TRUSS STRAPPED AS540WN cmTRUSS LAYOUT 2- 2X4 TOIL PLATEk TOL2-IU 2x4 STUDS IS. OC @PLATE A ICHOT EVERY OTHER STUD ( TYP. STUD a BOTTOM) - VJ' x w CMU WALL T Q PLATE ANCHOR EVERY EVERY OTHER STUD (TYP-) EXPANSION BOLT ANCHORAGE 24' OC.- ROOF SHEATHING NAILING-- RSNPATERNDETAILLINTEL WA • 5 BAR 2X P.T. WVJ-BOLT OR EXP. BOLT 44V OC. SEE ANCHORAGE SCHEDULEVERTICAL FILLED CELL WM 5 BAR CMU TO EXTERIOR EFCFRAMCONNECTIONTIE IBWD FRAMING & STRAPPING INTERIOR BEARING WALL DOOR G & STRAPPING KNEEWALL OVER CMU DPN 2X- BL AT 6, or_ FFOO2 INT. FRAME EVERY STUD1 BOLTS 32' OC WS EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL Sx8X16 P.T. 2X6 WV VL' DIAML 'J' CAUL ( TYPJ BOLTS • AS* MAX W/ TRUSS b' M EMBED. (7YPJ 7 $ BARING _ _ P. T. 2X6 W/ 1/2' van • J' BOLTS 49" MAX W/ 6• MIN EMBED. (TYP DETAIL: TYPICAL JAMB FASTENING o OVERHEAD GARAGE DOOR SCALE: N T.S. OTE HESE REQUIREMENTS APPLY HEN WINDOW DOOR WNFACTllERS FASTENING ETHOD IS NOT SPECIFIED. PT IX BUCKS FOR WINDOWS AND DOORS I-) SEE MANFACTIRERS INSTALLATION INSTRUCTIONS. 7J ALL WINDOW SHIMS MUST BE FULL WIDTH OF SASH. J INSTALL 3A6' DIAMETER SELF TAPPING, CON- ANCHORS EIGHT ($) INCHES MAX FROM 0106 AMC:, 24• CN CENTER MAX 11111 V4• MIK EMBED. INTO BLOCK FASTEN WNDOIWDOOR TO PT BUCKS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. J ALL WINDOW SHMS MIST BE FULL WIDTH OF SASH. TYPICAL BLOCK OPEN[NG DETAIL FOR PT BUCK FASTENWs AND 35 P5F RATING) (IV20/03) i FRAMING & STRAPPING ANTERIOR BEARING WALL 24' OC.r DOUBLE TOP PLATE 2X- BLOCKING, AT MDSPAN - I6. OC. STUD SPACING, FOR 24T ERG, 2X P.T. BOTTOM PLATE - ANNON 32" OC. I NAIL INTO 2 NAILS INTO TOPPLATE i rTOPPLATE AIL AIL: INTERIOR BEARING WALL GENERAL HOMES GENERAL L LINE LOAD& ROOF: 20pK FLOOR 40pef STAIR 40pef 2. WIND SPEED 110.yh 3s 9-t. 3. ALL WOW TO BE N ACCORDANCE WITH THE FBC, 7001 CHAPTER IS. 4. ONLY WRITTEN CHANGES APPROVED, BY THE ENGINEER SMALL BE PERMITTED. CONCRETE T L ALL WOO< TO BE N STRICT ACCORDANCE WITH THE ACI NO 2. MIX DESIGN CRITERIA ALL CONCRETE TYPE I PORTLAJ8V CEMENT. (AS71M C 60) C45MPRES6NVE STREW.TM • 70 DAYS SHALL BE 2500 ppeet FOR SLABS AND FOOTNG5 AND3000 psi ELSEWHERE (UO)N.). MAAMU11 WATER -CEMENT RATIO BY HEIGHT FOLLOWS: SPECIFIED NON -AIR AIR V1' FPE RENTRAINED, E) CONCRETE CONCRETE S 250V061054300005S 0.46 SLUMP -SLAB ON GRADE 5' OTHER 5' WATER - POTABLE C110RIDE - HONE 3. PROVIDE NORMAL WEIGHT AG'+ ATES IN COMPLIANCE WITH T1E REQUIREMENTS OF ASTM C 33. 4. FIBEi2 ESM FOR SLAB TO BE AT A RATIO OF -15 LM rrARD. FOUNDATIONS L FOOTING DEW- N BASED CN MINIMUM ALLOU6BLE SOIL BEARING PRESSURE OF 2000 pef. 2. F FOOTING ELEVATION OCCUIRS N DISTURBED)NSTABLE OR UNSUITABLE THE EYaNEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS NSTRUICTONS. 3, PREPARATtOU OF THE SUBG BADE TO FOLLOW REC"ENDATONS AS OUTLINED IN THE GEOTECH rX REPORT. So1L. 4. STEPS N WALL FOOTINGS SMALL NOT EXCEED A SLOPE OF (I) VERTICAL TO (2) HORIZONTAL S. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION E=IPMENT NEAR EXISTING 5TRUCTUIRESTOAVOIDTHERISKOFDAMAGETOTHESTRUCTURE. MASONRY L DESIGK MATERIAL AMID WOR1.?tANSMIP SHALL BE N ACCORDANCE WITH THE ACI STAPDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRICTURES ACI 530/ACI 530J 2. CELLS INDICATED TO BE FILLED SMALL BE GROUTED WITH 3000 pet CONCRETE. (S' TO to" SUMP) 3. PROVIDE 25' LAP FOR STEEL • ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS SHALL CCNTAN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. 5. CCNCRETE BLOC" SHALL CONFOF" TO A5111 C-50 (25 DAY STRENGTH 2O00 pet) 1'Fm=1500 P-Q, LAID IN RUNINNG BOND. 6. MORTAR SHALL BE TYPE NL 1. ALL RE -BARS SMALL BE GRADE 40 UNLESS UN-O. UJOOD T L ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED NACCORDANCEWITHTHEPROCEDURESANDREQUIREMENTSOUTLINEDINTHELATESTEDITIONOF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRICTIOK 2. THE UICIOD TRUSSES SMALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE N ACCORDANCE WITH ALLOUTABLEVALUES AND SECTION PROPERTIES ASSIGNED MIDAPPROVEDBYTHEBUILDINGCODE. DESIGN CALL LATION5 SIGNED AIN D SEALED BY A LICENSED PROFEWONAL ENGQEER ARE TO BE SUBMTTED TO THE EWNEER FOR APPROVAL. 3. PERMANENT BRIDGING, PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BYTHETRUSSMANUFACTURERTRUSSMANUFACTURERSHALLPROVIDESTATEMENTTHATBOTTOMCHORDOFROOFTR45ESAREBRACEDDURINGUPLFTOONDITIOK4. FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES SOUT1 EWPIESURFACESDRYUSEDATMMAXMC. GRADE NO2 OR SPRUCE PINE FIR SOUTH GRADE M02 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOH'ENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED MAILS. (H GMS CONNECTORS OR E(=VALENT) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SMALL BE A MINIMUM OF 1/2' DIAMETER AND 6' IN LENGTH f ASTM A-30T) WITH MN 1 VY DIAM. WASHER UNO, 1. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACINYaS SHOWY OR F NOT SHOWN. COMPLY WITH LIMITING STUDHEIGHTSCHART. DO NOT SPLICESTTLUGTURAL MEMBERS BETWEEN SUPPORTS. S. ANCHOR AND NAtLRG AS SHOWN, AND To COMPLY WTH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITIONL S. ROOF SHEATHING: I/W* 055 OR 1/2, Cox SEE DRAWINGS FOR NAILING PATTER4S. VERIFICATION OF FIELD CONDITIONS L COMRACTOR SMALL VERRIFI ALL FIELD CONDITIONS AND DMENSIONLS RELATIVE TO SANE WERE THERE ATECONFLICTSBETWEENACliIALFIELDCONDITIONSANDDATAPRESHUIEDNTHEDRAWIN:S, SUCH CONIDITIONS.SMALL BE CALLED TO TFE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE PER MIS MT ir-TIONS. 2. FOR ANCHOR BOLTS USE HUY:HES OR EQUVALENT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOOGIia ON ALL SIDES OF THE RIDGE VENTS WITH ad NAILS AT 4' ON CENTER PRE ENGINEERED WOOD FLOOR TRUSS • 24' OC. MAX. i i ToEN' lAIL FLOORliam TO Top PLATE WV 16 PENNY NALS. (2) ON ONE SIDE, (I) ON THE OTHER W/ NO UPLIFT MF vJ V ` J 0~ Z Q J J W W zz rwn W V 0 tevitlons Era • w" y. al wdeyxl dl•wn IH1r.- dH.a. eer..l"I. dalx 01- 224M Sheet S1 of a a NOTE: I V)• SPACRY. CLEAR CF ILL TiISN MA7EFUALS. II " HARDUIOOD HANDRAt METAL BRACKETS 36" O.G. 2X6 BRACMG BRACKET. 8 0 0 ZX STUD WALL DETAIL: HANDRAIL TO WALL a i/2• 2XI2 TREAD L 1n I" NOSING MAX. IXh RISER BACKING CHIMNEY_ SADDLE CRICKET MATCH ROOF SLOPE OF TWO RISERS AND ONE TREAD, EXCLUSIVE OF THE PROJECTION CF NOSNG, SHALL BE NO LESS MON 24' NOR EXCEED 25• W TO In' GAP TYP 2xI2 STAIR STRINCTER DETAIL: STAIR TREAD L2' DRMALL DCQ FIR WJRT 50ARD J/ Txb TFEAD ST STAIR 57RINGER Ncp ipFr 5AMMLE GRIGKET ip GFHIMAIEY TYP. DETAIL ". N.T.s. \ CONT. 2X4 NAIL TO EACH TRUSS MEMBER . GPI fin CH T/16. 06B oR I1r2" CDX SADDLE CONT. 2X4 NAIL CRICKET TO EACH TRUSS MEMBER W/4 I0d NAILS E ROOF TIa155 I L-T/I6" SOLID ' ROOF TRUSS OS6 OR I/2" GDX ` FRAMfNG SECTIQN THRU CHIMNEYCHINTERIORCHIMNEYCIi1 ICD INTERIOR CHIMNEY DETAILS 3/4" FLOOR 5WEATPING NOTE: SEE FLOOR PLAN FOR TREAD DEPTH 2X12 Qr 2W ,L IX6 NQ(V LD Z 16" WOO TRU55E: TO" O.0 2XI2 STRINGER FASTENED o BOTTOM 4 WEDGED 4 TOENAILED INTO 2-2XIO a TOP Ti )CAL SINGLES wec.l e.4a.G 2X STUD WALLNO— 2XMILTOALLOW rf L,,2X4 STRINGER RUN ST A I R3'-0'MN ORTNALL Jt09UM LEDGER SEE PLAN 80YM POTAlLATION 2x4 NAILER DETAIL: STAIR TREAD 0 WALL 0. 01, UPLFT OF MTS16 MK Od NAIL5 MN • OF 3/16' FROM TRUSS STRAPS TO PMT. TAPCONS TO CM MANFACTUI; ER SWWN) EA04 STRAP) EAA4 STRAP) 0- 131 1 T 4 132- 1460 2 T 4 THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY CRO)TNG (1) 5 REBAR (SEE EPDXY PRCFERTES AND SPECIFICATIONS " CONCRESIVE LIQUID LPL OR EQUIVALENT •) 14TO 5L*V BEAM AND INTO TW F00T41G FOR ALL FILLED CELLS S MN ON PLANS BUT NOT FILLED N TFIE FIELD PROVIDE 6• "K EMBED. AND 3/4"T HOLE FAO BOFp BEAM AMC) THE FOOIF ANTNG OR • oFa3otMN AFTER 7 A' STRAP IS D TOP OF BOI.VBEAM EACH Mt5'.,ED •4• STRAP (TYP. U.ON.) - - - - - - - - - - - - - 45E 5EG1FE EACH M5I6 STRAP F7aOVIDE 20 CA. GALV. LOWW. THE ATTACWM TABLE AND FLASNk4Ca FOR TRU55 BCP87 BEAM W/ ORDR4G TO THE TIPLFT` SHOW FidOM TO 5R ON lU 5 CONT. 173> r,5MANFAC7TI2ER NSTALL ALL PROVIDE 15• SPLICES ( 7YPJ OMS WRH I-V2" MN. EMBED. CLUYTEL BEAM kY (U 5 COW. CMU FT 5 -4 r-- 8" CMl WaLLq VERTICALSMPSON Mi516 — " ATTAC34 TAPCON5 EVERY OTHER MOLE NOTE- TAPCONB SHOILD BE NBTALLED N STRICT ACCORDANCE FIRTH IM M~ AC7RR£RS REC07IENVATSONB MS MISSEO "A" STRAP DETAIL EPDXY GROUT •. IAO FOOTWS A) BEAM UP 6' Mkt OF FOOTER NOTE. EPDXY GROUT SMOILD BE MTALLJM N STRICT ACGOFVANCE WITH THE MANFACARER"5 REC47" R1EDATION5. MFC MISSEO FlLLED CELL DETAIL 24' 5 AT 40' 24" PROVIDE oo. PROVIDE ( U 5 AT 48" O. C. VIEW. AND (2) 5 BELOW EA POST LOCATION. FILL ALL CELL5 WTH 2500 PSI C VW- ALTERNATE HOCKS N FND. BRACE EXTERIOR SIDE OF WALL DURNG COMPACT10" OF THIS AREA • 5 • 48' OC, STAIR AND LANDING DETAIL MRRICAME ENGINEERING 07) 774-WW fix: (407) 774$477 T J U) to Jw Q F--- p w w 00w Z Q CL A 0 Ilia cp 1 Q J ® QPLANP. O. SOIL 141613 4LTAMMM CGS. FL32T16 TR11M3 A Pq 4T619 FOR POST SIZE I U 5 CONT 2) SIMP`' 4 T522 (24301-b, max UPLIFT) or G DER (2) FAYsHES RT22112 (2S30Lb. max UPLIFT) or w PROVIDE OPEN HEAD JT. AT 45' O.C. 2) SEMCO ADS-2 (34121-b. max UPLIFT). Q FOR WEEPS SLOPW. 2.4 POST SEE tL GRADE AWAY DWBLE TOP PLAN FOR QUANTITY CUSS c" PLATE 9" " K CONT.. 45 ,,,. Acc 3' CLR GOV. r S" f 'llt ALL REBAR (TYPJ .. .. _ ' .. RW RETAINING WALL AT PATIO NDTE: BRACE ^..DE oP U:ALL DETAIL for (2KaG SUBSTITUTION ADEQUATELYDVTFYsCO'1PACTK7N FOR PATIO SLAB. LEAvE BRACES for (011 a GIRDER CONNECTION N PLACE FORT DAYS AFTER - 3ia• . r-m• PATIO SLAB IS POURED fasa 1eliiofOrr: 0 dralwlW d4" c1lstMsd OY• aww aalx oT- a2aT SIIEBt: S2 Of: HANDRAIL TO HAVE A CIRCULAR OR055 SECTION DIAMETER BETWEEN 1 1/2" TO 2", OR TO PROVIDE CRO55 SECTION WITH EQUIVALENT GRASPABILITY PERFORMANCE REFER TO FLOOR PLAN FOR STAIR SECTION SPECIFIC TO TH15 MODEL R IX RISER 2XI2 TREAD SUM OF (2) RISERS PLUS (1) TREAr:) MUST EOUAL :2411 TO :2511 3/4' SUB -FLOOR FLOOR TRU55 2X8 STAIR LE06ER CONNECTED TO FLOOR TRUSS WITH 10d NAILS ®b' O.G. ci ATTACH EACH 2XI2 5TRINGER TO I LEDGER WITH (2)I6ct NAIL5 THRU LEDGER INTO 5TRINGER AND (2)IOd NAILS TOE -NAILED ON EACH 51DE m ATTACH FZ15M TO EACH STRINGER I V )8d NAILS ATTACHLYV(5)0d CH 5TRIN6ELS 2XI2 STRINGERS AT SIDES AND CENTER OF STAIRS TOTAL STAIR RUN W1TH 2X4 SPACER AT SIDEWALL5. ATTACH SPACER J TO EACH STUD WITH (2)IOd NAILS MIN TREAD = 41" EXCLUSIVE OF NOSING T"',rFICAL 5TAIR CON5TRUCTION 1:;)E—TAIL N.T.S. 6 Mom. VAPOR BMiR1ER OVER 71 ATED WOOD POSTCOMPACTEDFILLPERPLAN SEE FLOOR PLAN) w 2 • 5 KEBABS THICKENED SLAB ATK BEARING PORCH POST Svc. Ue .Aft GUARDRAIL ELEVATION 2X4 BLOCKING - 24.0L. TYP, ,370E oR c 13?oF TR79s OPOF T13165 LAYCUT 2) Rd NAILS FRAAfTERALE'tlW TO ROOF TT31SSE8) SHOVER b• FELT OVER C 2-2XI0 lNLE56 ITYPJ 2) Gd NAILS (TYPJ T/I6. ObJ5. V!' DRYiLLN-L 2 - 2X TOP PLATEUiOODTRl)85E5 G7'' OK STRAPPED AS SWOIIN ON VY DRYWALL R-U BATT NS.ILA ION TRUSS LAYOUT TYPICAL STUCCO FN15N (ALTERNATE 2- D STRAP TIESO VS' STUCCO OVER METAL LATH Dd F.T. OVER DB CDR OVER 2X6 R/S CEDAR. FNISN) OWE EAC44 SIDE) OYER V FELT OVER OSB, TOP OF FRAME UNLL 3/S• fX*1. SAUN PINE SU13FAWAA DR1 U)l+LJ. GIZ4DE D- IX STUDS 16. O/C DB 2X8 WEAVER FOR STR.4PPNhKs FOR 4'-6' MAX. OF'BJPG, DBL ZXb POST4E.4DER FOR S'-9' 3 VS' CONG SLAB MAX OPENING UNO. PERFLOOR PLAN 2X BOTT. PLATE UN IUMIBER ESH ON WOOD POST V!w- AB. 32O/C 32' O/C CLEAN, CQTPAGTID PER FLOOR PLAN FILL YV MQl0L1TFUG "RAPPEDW57UCC0 C4 OR OR FT& aI/ 2 •5 BARS 7 OR AP FL PL FOR POST SIZE INTERIOR PORCH SEE FLOOR PLAR FOR POST SIZE BRACING AT NON —LOAD BRG. SECTION ® COVERED PORCH ef-pp ELEVATION REAR PORCH POST NB SCP EXTERIOR WALL DETAIL MONOLITHIC DETAILS SIMILAR) WOOD BALUSTER III/ DEC. WOOD RAIL ABOVE THAT MEETS GRASPABILITY CODE NEUELL POST — TRIM — IX6 HANDRAIL WA - LOWED FLAIL CAP ABOVETWATMEETSGRASPABILITY CODE 2X2 BALUSTER--i%' S DCIZG. FIR SYJiiTB0ARD HANDRAIL OVER) RAIL D(& C. FIR CAP _ B 3 I;t2' BASEBOARD Flo iGAP yi _ 2X4 WALL U4, UNDEtaIEATWD(12C. FIR DEG.SKIRTBOARD WOOD RAILINSIDE) ELITE _ RTS IMPERIALSTAIR CONSTRcRBEYONDWALLNEdFLL POST I Vl' 1 P S T A 1 R R A I L S Q S T A I R R A I L S A WHRICANE I Ill ENGINEERING 40* 7?4-W= OX (a) FF -W" A 9W WIN3 ra+aM SPOWL a 3V14 DETAIL ® HANDRAIL 'mws`awas M'q 4n" tq ul Q I E Ea K 74 O O 8 W a< L aa U cr- 0 I- 0 cn IL a 00 F LLI LLI 00 I- I -N 50 ewg try-. M draw+ 0 dmw dedpie. e.aer.... dOw 01-22-01 stmet S3 of