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159 Bristol Forest Trl - BR04-000386 - SFR
PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS i • ulC Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE PERMIT # DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE d4 d ty r En En 0 eau ee.,. i L gGrl l r Kum a , CITY OF SANFORD PERMIT APPLICATION Permit # : Job Addri Descriptio Historic D value of work: S Perruit Type: Building Electrical X Mechanical Plumbing__ Firc Sprinkler/Alarm Pool _ Electrical: New S4:rvico — # of AMPS InD— Addition/Alteration Change of Service Tempo t8ry Polc ` Mechanical: Residential Non -Residential Replacement New (Duct Layout & l*ergy ttlkRequired) Plumbiag/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair— Residential or Commercial r Occupancy Type: Residential Commercial Industrial Total Square Footsgc: Construction Tyne: # of Stories: # of Dwelling Ualts: Flood Zone: (FEMA form required for utncr ti,ail x) Pr reel n (AtT9ch Proofo(Owncrahip & Legal Description) O- ocfs :Fame & Address: Centex Homes 385 Douglas Ave. Suite 2000 Alramnnte_ Springs, FL 32714 __Phone. 407-661-2150 Cootr; ciorivame&Address; Approved Electric Co. of Florida 4874 S. Orange Ave,_ Orlando FL 32806 State License:N'umber: EC0002494 Phone t Fat: Fax 4f17_-851--1 22h Contact Person:John Findlay Phone: 407-851-1220 Rondn6 Company ddre'; z lort^ a^e Lender A re,ItitecUEngineer: ACdre9s Phone: Apphcat: on is hereby trade to obtain a pertnit to do the work and installations as indicated. I certify that no work or installanon has commenccc pr. , ,;,L Issuance of a permit and that all work will be performed to meet standards of all laws regulating otmstrucrion in this juriWicoon. I under-swo that a separate parr.;: runs: or secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and Rrn`';7tTlONERS, Cie. Ow' NER'S AFFIDAV tT: I certify that all of the foregoing information is accurate and that all work will be done in corripliancc with all applicnl,lr. . , .: cI "cir.F, Vv,cdonand zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RFsSUI:I IN ! : E- EFOR DfPROVEMENTS TO YOUR PROPERTY. IF YOU rNTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A1' r1c)4t-NEYBEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTK" F,: In addition to the rrquirarents of this permit, there may be additional restrictions applicable to this property that may be found in the public rrcores c: is county, and there may be additional permiu required from other governmental entities such as water management districts, state ugencics, or fcdc,, Accepaccc of permit is venGcation that I wtll notify the vwner of the property of the requircmcn S; gruturc o(Owner/Agent URIC Owncr/ Agcnr's Name a: ure of Notary-Suic of Flo da - Date O- 11,!r/Agcne is _ Pusanalh Knows to Me or Prnductd IU I G'v t'. 3," AITIWVEDHY'. Uldb'.. Innial3t 17atc; ns Datc har es Cannon ini (; pnlrapN Agcnt's Name Signature of Ko',ry-$talc Of Plonct DwQ PA fy Js ', l onmactor/Ace''. ,s _ P hunuC h tin a w PfJJuuc . a Or I, I,Ual &'• t)dlcl iln tidl ( gate) ii.r1,a; & Ju.; COUNTY OF IMPACT F[E STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75743 / BUILDING T 2, OWNER NAME: ' 7-.... ....... ... ADDRESS: APPLICANT NAME: '~ u-- ADDRESS --_------ _ -__--_-----_--_-----_----- LAND USE CATEGORY: 001 - Single Family Detached House TYPE LBEx Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit 705.00 l $ 705.00 ROADS COLLECTORS NORTH O dwl unit 142.00 1 $ 142.0O LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.0O SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: \/ SIGNATURE PLEASE PRINT NAME) NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSOHS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS PF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENi E SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENd: THE STATEME#T NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PEPMIT******************** r c--- 2 '__ ( c, Permit # Job Address: CITY OF SANFORD PERMI'IAPPLICATION Date: DescriptionofWork: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: A Zoning: Valuc of Work: S_ Permit Type: Building xX Electrical _ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS ____ Addition/Alteration _-_ Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replaccrnent ^_ New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures __ # of Water & Sewer Lines_ It of Gas Lines Plumbing/ New Residential: # of Water . osets _ Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial , Industrial Total Square Footage: A401D_ Construction Type: # of Stories: / # of Dwelling Units: Flood Zone: ___ (FEMA form required for other than X) Parcel#: 22- 19-30-502-0000— © 6-5 0 _ (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 1hone: 407- 661-2176 Contractor Name & Address: PATRICK J . KNIGHT/CENTER HOMES ( SAME AS ABOVE) State License Number CIS C049689 Phone & Fax: 407-661-2176/661-4089 Contact Person Bonding Company: NA Address: Mortgage Lender: NA Address: JACKIE CAINES Phone: 407-467-2643 Architect/Engineer: HURRICANE ENGINEERING _ ph,,, 407-774-9003 Address: P_ O.ROX 161613, ALTAMONTE SPRINGS, FL 32716 Fax 407-774-8477 Application is hereby made to obtain a pennit 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, BEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING '1`0 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 COMMENCF.MEN'1'. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. ®C ^ 20 0 Signatureof O%ner/Agent Date Signature of Contractor/ t Date Print Owner/ Agent's Name Signature of Notary -State of Florida Date Owner/Agent is . Personally Known to Me or Produced 11) PAT KNIGHT P 'nt Contractor Agent's am 2 8 2003 Signature of Notary St lei Florida Date Contractor/Agent is XX__ Personally Known to Me or Produced ID APPLICATION APPROVED BY: !)Id — 9 _0 ) — Zoninc ----- -- Utilities: Initial & Date) ( Initial cC Due) Special Conditions: 1n Initial & Date) ( Initial & Date) C 0 2 4 C( 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 location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: ?q l . Garages/Carports / Q sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure /,S&,:Z_ sq. ft. 5. Total Gross Area 90 -P2-0 sq. ft. Three (3) sets of completed Florida Energy Code Forms. Soil analysis and/or soil compaction report. Ifsoils appear to be unstable or if stricture 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 sv_ stem 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 under city ordinances. Date C Omer/Agent Signature Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL i1°'"'d , I' I' )]il I IV' 4 -. "il( tt i ii, ;,, - .... Q Back Sendsok County i arl+ipa tstr flit !i. i trttt s, taufDrd lF'Y. 327' 1 5 ::, '. 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- S3-SANFORD WATERFRONT Number of Buildings: 0 TParcelId: 0630 ax District: REDVDST Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 159 BRISTOL FOREST TRL SANFORD 32771 Just/Market Value: $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $13.680 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $285 Find Comparable Sales within this Subdivision 2003 Taxable Value: $13.680 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 63 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 13,680.00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.orglpls/weblre_web.seminole county_title?PARCEL=2219305020000(... 10/28/2003 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.contex-orlando.corn TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE LOT 4 PATRICK J. KNI HT CGC049689 STATE OF FLORIDA 6.3 COUNTY OF SEMINOLE The foregoin instrument was acknowledged before me thisdC82003byPatrickJ. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. C ANOTARY PUBLIC` K4ME 7 _ p0 N FXFIt L Utite i i cIf4 KITCHEN A SCALE- 1/4*=F& K sPt ts11 sm") KITCHEN B SCALE- 1/4'=1'-D' KITCHEN C BATH D SCALE- V4'=1'-V SCALE- b4'=I'-V . INTERIOR ELEVATIONS SCALE = 1/4' 4-0' PRE-ENGINEERED WOOD TRUSSES. UPLIFT CONNECTOR. SEE ROOF TRU55 LAYOUT FOR QUANTITY AND SIZE. PRECAST LINTEL. SEE LINTEL PLAN FOR DEPTH AND REBAR 16"X16" CONCRETE BLOCK COLUMN W/ 2 #5 REBAR. SEE FOUNDATION PLAN. APP FIN. GRADE 3 i/2" CONCRETE SLAB 24"X24"XI2" DEEP COLUMN FOOTER W/3 #55 EACH WAY BOTTOM OF FOOTER TO BE 12" MIN BELOW GRADE FRONT PORCH 5ECTION SCALE: N.T.5. NOTE: SEE FOUNDATION PLAN FOR FILLED CELL LOCATION. ALL STRUCTURAL WOOD HEADERS TO BE DOUBLE 2" X 10" UNLESS NOTED OTHERWISE BATH E SCALE- 1/4'=r-O' LEGEND Tlaft 5RC.0 W-O' Aff. NOTE; ALL INTERIOR MALLS TO BE 3 1/2• UNLESS OTREJ S NOTED. NOTE: ELEVATION *A' SNCIW SQ. FT. CALCULATIONS LIVING 1562 # LANAI 0 # ENTRY 28 # 01NER 0 # 6ARAGE 3W 4 TOTAL AREA UNDER ROOF Bw # PATIO 40 # TOTAL AREA 1020 # OPT A/C LOCATION SH-25 SH-25 DRYER 022/ -24) VENT, 5._g• x 6'-O' , PATIO milli 1111111111111111__M11t111111 f 11 1 lNIIIIIIIillilllllllllllN— NIIII IMME z O IC 0 alll,i uu.: GARA6E- CClow RX p IIiiN/IIB NIIIHIII a i C E e 97TE: 0011131ENLINTEL 0 FLOOR _ I N SABLEENDDETAILSN. 7ELAN t ELEVATIONWONLY5CALE - 114'= 1'-0' . RICAN:E ENGINEERING PA ON 161613 AAMW E VR LL FL 32716 il 60. S 1MOtASM PE/ 4MO Z O ZQ i. L W O0 0 0 LL. W z Bilk s. 1¢ ioax Ila— xgbe by: d ern nr em. d-om alxx6a ey. ww. mIxa$ 2a sheet: A2 This Instrument Prepared By: 1 lir l 1 ti WiW k tart rw ai ur ar . » •-.. W ^. = 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 Y MA" p)RqFj CLERK OF CIRCUIT COURT gMIW CWM CLERK'S 0 Lk' 03 L 9 4065 fi£Ci]R1lED 19/29/M3 09s23t45 AN WXMING FEES 6.00 TEED BY S O' Kelley THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT 4,6 , PRESERVE AT LAKE i n Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 Surety: N/A Amount ofBond: N/A 6. Lender: N/A MONROE Recorded FLORIDA. CERTIFIED COPY 14AR ANNE Mop.5E OLERK OF CIRCUIT COURT REMINOLE OWNTY, FLO IDA OCT 2 9 200 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date ofrecording unless a different date is specified) , r Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 28S DOUGLAS AVENUE SUITB 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS OCT 2 8 2003 BY DEBRA A RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION nhh 2723 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIOOS IS PERSONALLY KNOWN TO MEAND DID NOT TAKE AN OATH. vW NOTARY PUBLIC JACKIE CAINES COMMO DD02a w i Expire u21rAw ,• Bonded Oft (W0)432.42a4: a-•u.wuw.. Ioride Notar Ann.. a 'g 7 J vb Adeiress: l)-e }l 0.1 l/.S g glgscri tt n F erINi,r s. j-jlsl.terd Eti?neitF< -- c" (/ Permit Type: Buildirig Electrical Flarnbing rir. Spiin.Uer/A€ate Poiz? Electricxtl: Keay Service of Ai.4PS AcIdition/Alle;tion Change Of Se, «rice Terg; cra S P06 i/Iechanleak' Residential Note -Residential Replacement New > giatct iayow f: pe,Fy Ciaie¢ Reuuired) Plumbing/ New Commeredal: # of Fi;clure-e v of Wales #& Seeger Lin= V LA Css Lines Plumbing/Neer Residential: u of 1Yat Closets Plumbing Repair —Residential or CoTi?rtreerec3l Occupancy Type: Residential t`" Commercial Industrial 'ToW Square Footage: -- Constructiou Type: " of Stories: of Dwelling Units: Flood Zone: (FEMA form nw0re-d for- conic, (itf ti ti} Pareel #: Owners Name & Contractor Name & Address: Phone & Fax: Bonding Company: Address Mortgage Lender: Address: Architect/ Engineer Address Attach li reofof Orvnershita A Lrgat Description) Phone: License Phone: Fax Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has con-m-ia t:ed prior u, the issuanceofapermitandthatallworkwillbepc%r ruedto rneet standards of all laws regulating consruction in this jurisdiction. 1 understand that a separate permitmustbesecuredforELECTRICALWORK, PLUTABR4G, SIGNS, WELLS, POOLS, FURtNIACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. 1 OWNER' S AFFIDAVIT: I certify that all of the foregoing infoirmtion is accurate and that all work: will be done in compliance with all applicable I.wr. tr t,,dxong constructionandzoning. WARNLNG TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMbr1ENCEIVtENT MAY F — UL i II ! Yi t tn 1 i•, `'L:tG TWICEFORIMPROVEMENTSToYOURPROPERTY. IF YOU INTEND TO OSTAff4 FINANCING, CONSULT WITH YOUR LENDER OR /„ d ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to iltis property that ma this county, and there may be additional permits required from other governmental entities such as water management disgaed Acceptance of permit is verification that I will notify the owner of the property of the requirements of Signature of Owner/Agent Date of Connctor/Agent t1 G. DLLLQ RUSSO the public records of S, ol (i .dfl .I,aeenCieS. Date Print Owner/Agent's Name ' Print Contractor Agent's Name Signature of Notary -State of Florida Date Signature of t\o_--State of Flonda Date Goner/ Agent is _ Personall., Kno,rn to Me or Contractor/Ace-::; Personal Known to Me or Produced ID Produce .J APPLK , 0101N APPROVED BY: Bldg nitial & Date) Zoning. Initial & Date) Lt. .. cs FD: Owtia Dc ncccil ('„ ndmons r • CITY OF SANFORD PERMIT APPLICATION Permit # : c j IDate: Job Address: t t] cf<- 't T © e5 T( l L Y AAr-,/) rr) e, Pre-,`3e Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole — Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W4ter Closets 2— Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units Parcel #: Total Square Footage: Flood Zone: (FEMA form required for other than X) Attach Proof of Ownership & Legal Description) Owners Name & Address: "e M-ft-o6keS Phone: Contractor Name & Address: f —i J S -7 S o— 22 -7 fy —State L nse Number: Phone & Fax: ` 2-J-- W1 / r 78j2 Contact Person: Phone Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: 7 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 ofFlorida Lien aw, FS 713. - Signature of Owner/Agent Date Signature of.C^ontractor/Agent Date i Print Owner/Agent's Name Print C e Signature of Notary -State of Florida Date —S19tre,nfNotary.State of Florida V Date Owner/ Agent is — Personally Known to Me or Contractor/Agent is Personal y Kn now_Pe r Produced ID _ k Produced ID 32 APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: Initial & Date) Initial & Date) 1, Ej vi a —CS C V-A"rK- 6AA , do hereby authorize r to pull the V-m 13, ermit for C C A-0 C P G (Y type of pennit _) address Signature ZIV NT. S. SLONE$ ! " My COMMISSION # DD 152189 EXPIRES: November 30, 2006 Thm rotary ftk LMcjsrwr#m U44iotary To0 )Q P(.. ndfially known to me o)Nnvers license # State of Fib"'fida--,-,C-,,o-u-n, . ty - of 0. on _day of h C, 200JI. 3 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 159 BRISTOL FOREST TR for which permit 04-00000386 has heretofore been issued on 11 18/03 has been completed according to plans and specifications filed in the office of the BuildiTiq Official r to the issuance of said building permit, to wit as L;A4\A. rio; Ut sz Au"jQ complies with all the building, plumbing, electriWal, zon rig and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled\Q Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In '3 ti ( v p Lines In Meter Sewer Set Tap Reclaimed Water Iplki Ce 'UN NDI"a4` " Street Drainage L 1We Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Street Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FEES PAID DATE APPROVAL DATE AMOUNT 1/12/04 11/18/03 1/14/04 12/10/03 11/18/03 11/18/03 11/18/03 11/18/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 159 BRISTOL FOREST TR for which permit 04-00000386 has heretofore been issued on 11/18/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 11/18/03 91.93 11/18/03 10.10 11/18/03 847.00 11/18/03 10.10 11/18/03 1384.00 11/18/03 650.00 11/18/03 1700.00 0-e-x. 4 (Yl Icar cr 3 1-7 INOWNERBUILDINGOFFICIAL / D TE CERTIFCATE OF OCCUPANCY REQUEST FOR FINALINSPECTION SINGLE FAMILY RESIDENCE**** DATE.. -CA PERMIT '#: L\ - N ADDRESS: \ CONTRACTOR: PHONE #: ( y0 %AD 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. Z,Angineering l if 11 Public Works OUtilities OFire Zoning I OLicensing A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: -,-\u ,Oq PERMIT #: L- l '' ADDRESS:' CONTRACTOR: PHONE #: t L-\(Y- y\Ao— The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering OFire 7Public Works s 3I [] Zoning jUtilities Licensing oIA CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) k 1 1 IIII CERTIFCATE OF OCCUPANCY. REQUEST FOR FINAL INSPECTIC& SINGLE FAMILY RESIDENCE**** I I I I C I I I 1 1 I DATE: 1(D ,Oq L PERMIT #: L\ ~ ? N E ADDRESS: N v CONTRACTOR: c- a_ C-1 PHONE #: ( yo'll u1\O\O— C-f 0— 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. OEngineering OPublic W. CONDITIONS: (TO BE k Fire to \ \ Zoning '^ I A OLicensing (A D ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NAIIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200'r Read the instructions on oases I.7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME CENTEX ForInsuranceCompany Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I159BRISTOLFORESTTRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 63, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone A0, use depth offlooding) 1202940035 E 4/17195 4/17/95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) areaor Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction" ® Finished Construction A new Elevation Certificate will be required when construction ofthe building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/Al A30, ARIAH, ARIAO Complete Items C3.-a4 below according tothebuilding diagram specified in Item C2. State the datum used. If the datum isdifferent from thedatum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use thespace provided or the Comments area of Section D orSection G, as appropriate, todocument 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) 15. 2 ft.(m) o b) Top of nexthigher floor WA . ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. A.(m) 216 o d) Attached garage (lop ofslab) 14. 9 fL(m) 0 w 1 o e) Lowest elevation of machinery and/orequipment m servicing the building (Describe in a Comments area) 14.6 fL(m) o f) Lowest adjacent (finished) grade (LAG) 14.3 ft.(m) z' 9 o g) Highest adjacent (finished) grade (HAG) 14. 7 ft.(m) o h) No. of permanent openings (flood vents) within 1 It 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 be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 O 114' TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320E.SOUTqSTJEEJ,4E.1P I I ORLANDO FL 32803 SIGNATURE A DATE TELEPHONE 3/5/04 (407) 426-7979 FEMA Form 61-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. I For Insurance Company Use: 159 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 3M1 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON Sl' "^!nLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here ifattachments 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. Ell. Building Diagram Number _(Select the building diagram most similar to the building for which this certificateis being completed — see pages6 and 7. If no diagram accurately represents the (wilding, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in,(crm) above or below (checkone) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the buildng is _ ft(m) _in.(crn) 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/orequipment servicing the building is _ ft.(m) _in.(crm) aboveor below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For ZoneAO only: If no flood depth number is available, is the top ofthe bottomfloor elevated in accordance with thecommunflys floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare conect to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law orordinance to administer the oommunity's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state orlocal law to certify elevation information. (Indicate the source and date ofthe elevation data in the Comments area below.) G2. A community official completed Section E fora building located in Zone A (without a FEMA-issued oroommunityissued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. LI New Construction LI Substantial Improvement G8. Elevation ofas -built lowestfloor (including basement) ofthe buildingis: _ _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 SIGNATURE DATE COMMENTS Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200'r ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION Forinswance Company use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I159BRISTOLFORESTTRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 63, 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: 0 GPS (Type): W - #iP - ##.##' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME I FLORIDTSEMINOLECOUNTY120294SEMINOLE B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4117/95 4/17195 X WA B10. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9, FIS Profile 0 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 aCoastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date. -- SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Constriction 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. Ifno diagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. 9 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 orthe Comments areaof Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement orenclosure) 15. 2 ft,(m) m o b) Top of next higher floor N/A. ft,(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) o o d) Attached garage (top of slab) 14, 9 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 14.6 ft.(m) E o t) Lowest adjacent (finished) grade (LAG) 14.3 ft.(m) 21 o g) Highestadjacent (finished) grade (HAG) 14. 7 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 be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WIWAM R. MUSCATELLO, JR. UCENSE NUMBER: 4928 O 4-1 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. 320ESOUTH ST'AEET4E,1S0' i II OIRLANDO FLATE 328030DE 3/5/04 (407) 4X7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copythe corresponding information from SectionA. For Insurancee Company use. BUILDING STREET ADDRESS (Including Apt, Unit, Sure, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. PolicyNumber 159 BRISTOL FOREST TRAIL CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHRECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)_ For ZoneAO and ZoneA (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended foruse as supporting information for a LOMAor 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. Vno diagram accurately represents the building, provide a sketch or photograph.) E2. The lop of the bottom floor (including basement or endosure) of the building is _ ft.(m) _in.(om) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (seepage 4 the next higher floor or elevated floor (elevation b) of the building is i fL(m) _in.(an) 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. ForZoneAO only: If no flood depth numberis available, is the top ofthe bottom floorelevated in accordance with the oommunity/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 properly owner orowner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, A C, and Eare coned to ttre best ofmyknowledge. PROPERTY OWNERS 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 or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state orlocal law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAAssued or oommunky4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is providedfor community floodplain management purposes. PERMIT NUMBER PERMIT G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: — ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 63, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62. PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY. LLC CSX RAILROAD R/W OLD MAIN LINE TRACK I" - 30, GRAPHIC SCALE UNPLATTED PER THIS PLAT) 0 15 30 50.00' 1S54*23 11 E FENCE IS 0.2' OFF 6' WOOD FENCE i LOT 63 6.250 SOFT. t II1I OV 1n I Q iN LFCVw 6.6' ri o 5.0'— w Y:S e i r 40.0' i a UJ U z 07 Q o OUJONESTORY n CONCRETE BLOCK M aZ RESIDENCE FINISH FLOOR N LOT 62LOT64aELEVATION-15.15 b 0 to COVERED x6.0' ENTRY v a FENCE IS 5.0• m 0.2' OFF 1- 14.0' N 20.0 3' C Wi CONCRETE:. OgrvEwAY •, S:. I WA a i 10' UTILITY EASEMEN T...• ti WALK IS ON LINE ON LINE wi N 54'23'11 " W 50.00' o <I leiInnlNCI PI nl Z 1 \ZO\ 155.55' PI 431.07' CENTERLINE OF S 54'23'ilE Y RIGHT-OF-WAY I BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-4-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND, 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 63 BEING S 54'23'11" E PER PLAT. FIELD DATE:) 12-02-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ FINAL 3-4-04 CKB ASM39677 FORMBOARO 12-17-03 CKBJOBNO. PLOT PLAN 10 22 03 SOO DRAWN BY: LOT FIT 12-12-02 CKB LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE J4 EXISTING ELEVATION OCONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAO CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L9g6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426- 79 79 OFND 1/2- IRON ROD AND CAP LB #6393 (03/04/04) QFND NAIL AND DISC LB #68 (03/04/04) 0 FND 1/2- IRON ROO AND CAPLB #68 (03/04/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE 10 IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA H 0-oq FOR THE FIRM R. M SCATELLO JR. PSM // 928 GATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 63, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC CSX RAILROAD R/W OLD MAIN LINE TRACK UNPLATTEO PER THIS PLAT) 50.00' S 54'23'11" E 11 LOT 63 t 6,250 SOFT, t 1I O in i n 2I Iw O I 1n z I I w N f it6.6' Irn w p iFCS' I 40.0' a 1= LLJ w z o in a b.ONE STORY CONCRETE BLOCK '^ i RESIDENCE LOT FINIS FLOORFINISHaELEVATION=15.15 0 In to n COVERED 2c6.0' ENTRY '..c 1 :. - 14.0- 1 N 20.0' 1I CONCRETE:. I DRIVEWAY" 1 WALK IS 2,4 I 16.0':.; ON UNE 10' UTILITY EASEMENT`. 1" = 30' GRAPHIC SCALE 0 15 30 f FENCE IS 12' OFFcr- l6' WOOD FENCE FENCE IS 0.2' OFF Cn OtO M LO r) '- LOT 62 0 FENCE IS 0.2' OFF WALK IS ON-LINE N 54'23'11" W 50.00' a <I N NI 21 , PI 275.52 _ 155.55_' PI V - 431.07 CENTERLINE O0 8 54'23'11' E v RICHE -OF -WAY I NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-4-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 63 BEING S 54'23'11" E PER PLAT. FIELD DATE:) 12-02-03 REVISED: SCALE: I" = 30 FEET APPROVFFI RY• SJ BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY FINAL 3-4-04 CKS FORMBOARO 12-17-03 CK8 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 3T 4 EXISTING ELEVATION l' 'I CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBM6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426- 79 79 1/2" IRON ROD AND CAPOFNDLB #6393 (03/04/04) QFND NAIL AND DISC LB #68 (03/04/04) 0 FND 1/2" IRON ROD AND CAP LB #68 (03/04/04) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER C8W CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE 10 IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA JOB NO. ASM39677 DRAWN BY: LOT FIT 12-12-02 CK8 FOR KIN wvw, THE FIRM IM R. M SCATELLO JR. PSM#j 928 DATE t ,4 0 rr PLOT PLAN DESCRIPTION:. ,(AS FURNISHED) LOT 63, PRESERVE: AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CAI F.111 ATITINS N FIT 0NI Yl LOT 63 CONTAINS 6250 SQUARE FEET t LOT ONLY) THIS STRUCTURE CONTAINS 1980 SQUARE FEET t TOTAL CONCRETE 561 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 3709 SO. FT, t PERCENT OF CONCRETE & STRUCTURE TO LOT 41% t 5. LOT 64 CnllEoc cnnrerc AID rn rllOol LOT 63 UP TO CURB CONTAINS 6800 SQUARE FEET t THIS STRUCTURE CONTAINS 1980 SQUARE FEET t CONCRETE 894 SQ. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 3926 SO. FT. t CSX RAILROAD R/W OLD MAIN LINE TRACK UNPLATTED PER THIS PLAT) 50.00' S 54*23*11" E LOT 63 DRAINAGE TYPE A I1I I Q I O Ln z N i Aaw 1 Z 1 wIW1 I1 w 40.0 LLJ 40.0' o o PROPOSED a 1562 w tO FINISHED FLOOR aanELEVATION-14.20 z a a oo_ rn 6.0' Z V7 I " l o TO I lV 1 20 0 1 DRIVE 1I1 I V r9 0' UTILITY EASEMENTI I " = 30' GRAPHIC SCALE a 15 30 LOT 62 1 Q O RA D My OF SANFORD nlNJlIn PI Z 275.52 I PI 431.07' - - w CENTERLIN 155.55' 4'23'1I" E OFF S 5C — nIRIGHT-OF-WAY 0 N z ca r— BRISTOL FOREST TRAIL i y0 W w 50' RIGHT-OF-WAY Orn a0ALEGEND UBUILDINGSETBACKSFRONT: 25' BUILDING SETBACK LINE MLW MINIMUM LOl WIDTH REAR: 20 CENTERLINE POB PCC POINT ON BOUNDARY POINT OF COMPOUND CURVATURE PREPARED FOR: SIDE: 5' RIGHT OF WAY LINE POC POINT ON CURVE CENTEX I -TOMES CORNER: 15' Ix PROPOSED ELEVATION OR PO OFFICIAL RECOD PLANNED OE EROPMENTPROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE L C. B. DENOTES ARC LENGTH DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAIJO SURVEYOR PI DENOTES POINT OF INTERSECTION THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PRM PCPPERMANENT REFERENCE MONUMENT PRC PT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF P) PERMANENT CONTROL POINT PER PLAT TYP A/ C TYPICAL AIR CONDITIONER I AE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION M) MEASURED COW CONCRETE BLOCK WALL LIST FOR CONSTRUCTION. FND FOUND RP RADIUS POINT ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/W S/W CONCRETE WALK SIDEWALKCS CONCRETE SLAB FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES CONCRETE PAD C CHORD LENGTHCP ONLY. RB PLAT BOOK SO. FT. SQUARE FEET THIS IS NOT A SURVEY R RADIUS NG NATURAL GRADE THIS IS A PLOT PLAN ONLY PGS PAGES R/W RIGHT -Of -WAY I HAVE EXAMINED TIIE 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. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 63 BEING S 54'23'11" E PER PLAT. FIELD DATE:) IRFVISFO- SCALE- I" = 30 FEET APPROVED BY: SJ AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 o3 SDD 320 EAST SOUTH STREET, SUITE 180 PLANID/2z 1-- ORLANDO, FLORIDA FIT 12-12-02 CKB 32801 (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. 10- 2.5VJ JOB N0. ASM39677 DRAWN BY: I 1 FOR I I THEAMR. MOSCATELLO JR. PSMy408 DA I. FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1562 LHROLD 3 Builder: CENTEX HOMES Address: ! jq BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family a_ Central Unit Cap: 29.0 kBtu/Irr _ 3. Number of units, if multi -family 1 _ SEER: 12.10 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1562 W c. N/A 7. Glass area & type a. Clear - single pane 184.0 ftz 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Beat Pump Cap: 29.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.60 _ d. Tint/other SIIGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 163.0(p) it _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.1, 916.0 fP _ EF: 0.86 b. Frame, Wood, Adjacent R=I I.0, 184.0 ft' _ b. N/A i c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DIIP-Dedicated heat pump) a. Linder Attic R=19.0, 1486.0 W _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Line. Ref Uric. AH: Garage Sup. R=6.0, 1.0 ft M"Z-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as -built points: 22624 PASSGlass/Floor Area: 0.12 Total base points: 22825 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 1 DATE: p C 1 1 6 2003 1 hereby certify that this building, as designed, is in compliance with the Flonta Energy Code. OWNER/AGENT: DATE: n rT 1 R 2003 Review of the plans and TILE STspecificationscoveredbythis calculation indicates compliance with the Florida Energy Code. '0 Before construction is completed 94 d this building will be inspected for , compliance with Section 553.908 Florida Statutes. CDO Wr' BUILDING OFFICIAL: DATE: P .,,A N1 S EnergyGauge@ (Version: FLRCSB v3.2) ' I I I Wo " r a """ FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1562.0 25.78 7248.3 Single, Clear SW 1.4 6.0 32.0 52.82 0.91 1539.1 Single, Clear SW 1.4 6.0 32.0 52.82 0.91 1539.1 Single, Clear SE 1.4 8.0 40.0 56.64 0A6 2183.0 Single, Clear SE 1.4 6.0 32.0 56.64 0.91 1647.2 Single, Clear NE 1.4 6.0 16.0 43.65 0.93 652.2 Single, Clear NW 1.4 6.0 32.0 37.74 0.94 1130.2 As -Built Total: 184.0 8690.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 184.0 0.70 128.8 Concrete, Int Insul, Exterior 4.1 916.0 1.18 1080.9 Exterior 916.0 1.90 1740.4 Frame, Wood, Adjacent 11.0 184.0 0.70 128.8 Base Total: 1100.0 1869.2 As -Built Total: 1100.0 1209.7 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Base Total: 20.0 96.0 As -Built Total: 20.0 144.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1444.0 2.13 3075.7 Under Attic 19.0 1486.0 2.82 X 1.00 4190.5 Base Total: 1444.0 3075.7 As -Built Total: 1486.0 4190.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 163.0(p) 31.8 5183.4 Slab -On -Grade Edge Insulation 0.0 163.0(p 31.90 5199.7 Raised 0.0 0.00 0.0 Base Total: 5183.4 As -Built Total: 163.0 5199.7 INFILTRATION Area X BSPM Points Area X SPM = Points 1562.0 14.31 22352.2 1562.0 14.31 22352.2 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details FZERESS-,,, PERMIT #: BASE AS -BUILT Summer Base Points: 29458.0 Summer As -Built Points: 31387.5 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 31387.5 1.000 1.087 x 1.150 x 1.00) 0.282 1.000 11057.4 29458.0 0.4266 12566.8 31387.5 1.00 1.250 0.282 1.000 11057.4 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1562.0 5.86 1647.6 Single, Clear SW 1.4 6.0 32.0 9.22 1.03 302.8 Single, Clear SW 1.4 60 32.0 9.22 1.03 302.8 Single, Clear SE 1 A 8.0 40.0 8.34 1.02 341.0 Single, Clear SE 1.4 6.0 32.0 8.34 1.04 278.4 Single, Clear NE 1 A 6.0 16.0 12.00 1.00 192.1 Single, Clear NW 1.4 6.0 32.0 12.23 1.00 390.4 As -Built Total: 184.0 1807.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 184.0 1.80 331.2 Concrete, Int Insul, Exterior 4.1 916.0 3.31 3027.4 Exterior 916.0 2.00 1832.0 Frame, Wood, Adjacent 11.0 184.0 1.80 331.2 Base Total: 1100.0 2163.2 As -Built Total: 1100.0 3358.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Base Total: 20.0 102.0 As -Built Total: 20.0 152.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1444.0 0.64 924.2 Under Attic 19.0 1486.0 0.87 X 1.00 1292.8 Base Total: 1444.0 924.2 As -Built Total: 1486.0 1292.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 163.0(p) 1.9 309.7 Slab -On -Grade Edge Insulation 0.0 163.0(p 2.50 407.5 Raised 0.0 0.00 0.0 Base Total: 309.7 As -Built Total: 163.0 407.5 INFILTRATION Area X BWPM Points Area X WPM = Points 1562.0 0.28 437.4 1562.0 -0.28 437.4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4089.9 Winter As -Built Points: 6581.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 6581.0 1.000 1.078 x 1.160 x 1.00) 0A49 1.000 3695.6 4089.9 0.6274 2566.0 6581.0 1.00 1.250 0.449 1.000 3695.6 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge(WIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 12567 2566 7692 22825 1 11057 3696 7871 22624 PASS oF z SrgT o. fill -' p a: a EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABCA.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access_ EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned s ace, tested. Multi-sto Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided_ External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612A Water flow must be restricted to no more than 2.5_gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT"' DCA Form 600A-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score, the more efficient the home. 1 _ New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 29.0 kBtuAhr _ 3. Number of units, if multi -family 1 _ SEER: 12.10 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1562 ft2 c. N/A 7. Glass area & type a. Clear - single pane 184.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 29.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7A0 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 163.0(p) fit _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, hit hnsul, Exterior R=4.1, 916.0 ft2 EF: 0.86 i b_ Frame, Wood, Adjacent R=11.0, 184.0 ft2 b. N/A c. N/A d. N/A c_ Conservation credits e. N/A HR-Heat recovery, Solar 10_ Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1486.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) oFZHE S7.41. in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. 2003 Builder Signature: DateOCT 16 o H Address of New Home- BR FOREST TR. City/FLZip: LAKE MONROE/32747 'rpeoD y NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building EnergyRating: If yourscore is 80 or greater (or 86 fora US EPA/DOE EnergyStarr" 'designation), your home may qualify for energy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec.ucf edufor information and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 850/487-1824. EnergyGauge® ( Version: FLRCSB v3.2) U' J/ GOi e-Kivi.3 lu e G 1 LLL H 1 M y 4W (bD14U0'.J Nu. J4 ( 1101010G RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 1562 OMS-02 1o9 COMMERCE STREET. LAKE MARY. FL 327465,6206 Phone: (407) 831-M5 Proiect Information For. CENTEX HOMES Notes: D- Weather_ Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Building heat loss 26956 Btuh Ventilation air 0 cfm Ventilation air loss 0 Stuh Design heat load 26956 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 1562 1562 Volume (" 12496 12496 Air changesmour 0.80 0.40 Equiv. AVF (cfm) 167 83 Heating Equipment Summary Make TRANS Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.6 HSPF 0 Btuh @ 47°F 0 OF 1000 dm 0.037 cfm/Btuh Sensible Cooling Equipment Load Sizing Structure 19506 Stuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip_ load 20086 Btuh Latent Cooling Equipment Load Sizing Internal gains 920 Btuh Ventilation 1474 Btuh Infiltration 2457 Btuh Total latent equip. load 4851 Btuh Total equipment load 24937 Stuh Req. total capacity at 0.70% SHR 2.4 ton Cooling Equipment Summary Make TRANE Trade Efficiency 12.1 EER Sensible cooling 20440 Btuh Latent cooling 8760 Btuh Total cooling 29200 Btuh Actual cooling fan 1000 cfm Cooling air flow factor 0.051 cfrn/Btuh Load sensible heat ratio 81 % 8olahafic values Nate sees menaady oVWMf*" Printout certified by ACCA to meet all requiremerrts of Manual J 7th Ed. wrpghtSQft Rjg"uftReside W'm5.S.06RSRZ6013 20ftiMAr280PageI8:1FIles4(.'.enlex 2002\1562H582.tsr E 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job;1562 09-05-02 109 COMMERCE STREET. LAKE MARY. Ft32744.6206 Pane: (407) 831-2665 Procedure A -Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 12496 ft3 x 0.0167 - 167 cfm 2. Winter infiltration load 1.1 x 167 cfm x 32 °F Winter TD = 5865 Btuh 3. Winter infiltration NWN 5866 Btuh / 204 fe Total window = 28.7 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 12496 ft' x 0.0167 = 83 cfm 2_ Summer infiltration load 1.1 x83 cfm x 18 3. Summer infiltration HTM 1649 Btuh / 204 fe F Summer TD = 1649 Btuh Total window = 8.1 Btuh&2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moistdiff. x 83 cfm = 2457 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F SummerTD - 990 Btuh Sensible load for structure (Line 19) + 19506 Stuh Sum of ventilation and structure loads = 20496 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 20086 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 grAb moistdifi. = 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 2457 Btuh Equipment sizing load - latent = 4851 Btuh Construction Quality is: a No. of Fireplaces is: 0 BaMftWic values have been nonm yovwr&A*n Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVrjQ i7tS0ft RiP-SuieReddofti "5.5.06RSR2W3 2003-Mar-260910:11 ACCK B. i10)CGMC% 20021158Y11584nr Pape 1 UJ/1-101, GUUJ 1U: G1 V=L. HIM '1 4U !0014Ui37 Nu. J4 r WUU4 RIGHT-J WORKSHEET Entire House DEL A R HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 32746.6206 Phone: (407) 031.28B5 Job:1562 0945-02 MANUAL T 7th Ed. 1 Name of room Entire House FOY/FAM NOOKAOT LDYNVIC 2 Length of exposed wall 163.0 1t 28.0 R 32.0 ft 6.0 R 3 Room dimensions 23.0 x 14.0 R t8.0 x 14.0 ft 6.0 x 14.0 R 4 Ceiings Condit Option 8.0 ft heaf/000l d 8.0 R I heat/Cod a.0 fti heat/coal 0 it heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Gig OF) W9 CIg fe) Htg I Clg 012) Htg Clg R* Htg Clg S Gross a 14B 4.6 2.1 1120 224 256 48 D 12C 29 1.9 0 0 0 0 lwaesIsland c 13C 3.2 1.2 184 0 0 0 patUdons d 0.0 0.0 0 e 0.0 0.0 0 0 f 0.0 0.0 0 0 0 0 e Windows and a 1C 37.0 144 5322 32 1183 32 1183 0 0 glass doomb 8C 37.0 40 1478 0 0 40 1478 0 0 Heating c 9C 38.7 0 0 a 0 0 0- 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 e 7L 20.8 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 32 052 a 167 16 317 0 0 glass doors NFJNW 39.4 48 1891 0 0 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SFJSW 47.4 104 4932 24 1128 58 2077 0 0 South 0.0 0 0 0- 0 0 0 0 0 Harz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 20 294 199 20 294 199 0 0 0 0 0 0 D 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 916 4221 1888 172 793 354 184 848 379 48 221 99 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 12 184 Soo 215 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0i 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Cellings a 181) 1.7 2.2 1486 2520 3308 3" 617 810 252 427 561 84 142 187 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors 8 22A 25,9 0.0 163 4225 0 28 726 0 32 829 0 6 ISO 0 Nate: room b 18G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 The slab a 0.0 0.0 0 0 a 0 0 0 0 0 0 0 0 0 floors) 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration 1 28.7 8.1 204 586S 1649 52 1495 4201 72 2070 821 0 01 0 13 esSubtotalloss+8, +11+12 24606 5108 6836 519 Less external heating 0 0 0 0 Less transits 0 0 0 0 Heating redistribution 0 0 0 14 Duct loss 10 2451 10' 511 10 684 10 52 15 Total loss =13+14 289$6 Salo 7519 571 16 Int galas: People 300 4 1200 3 900 0 0 0 0 AppL @ 1200 2 1800 0 0 1 1200 1 600 17 Sublot RSH gain=7+6_+12+16 17733 3979 5715 Soo Less exlemal cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10 1773 10 398 10 Nl S72 100A 89 19 Total RSH gain=(17+18)'PLF 1.00 19506 1.00 4377 1.00 6287 1.00 974 20 Air required (cfm) 1000 1000 208 V4 279 22 21 50 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Atwrrgl'stsofiit RightSuke Residential"' S.5.08 RSR28013 2003-MM--26 09:10:11 C6kET-iieg%Cwvtmx2OMl5Ml,c6Zrsr Page 1 03/26/2003 10:21 DEL RIR 4 4076614089 NU..54'f 1.00165 RIGHT,J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY, FL 3274"205 PW&: (407) 831-2666 Jobr.1562 09-05-02 MANUAL J' 7th Ed. 1 Name ofroom MBR MBTH BTH BR2 2 Length of exposed wall 28.0 ft 8.0 ft 0.0 ft 31.0 ft 3 Room dimensioru 16.0 x 12.0 ft 7.0 x 8.0 ft 9.0 x 8.0 ft 18.0 x 16.0 R 4 Ceiings Condit Option 2.0 fti heat/coot 8.0 ft heeUcool 8.0 R heaticod 8.0 ftl heathvol HT CIg Area Load (Btuh) Area PLoa Clg 8 19EXPOSURENO. H1g Clg Me) Kv M ft I C19 ft' Htgd fm Hv 5 Gross a 14B 4.6 2.1 224 0 128 Exposed D 12C 2.9 1.9 0 0 0 0 walls and C 13C 3.2 1.2 0 0 0 120 partitions d 0,0 0.0 0 0 0 0 e 0,0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 o 6 Windows and a 1C 37.0 32 1133 0 0 a 0 16 591 glass doors b BC 37.0 0 0- 0 0- 0 0 0 0 Neating C 9C 311.7 0 0 0 0 0 0 0 0 d le 37.0 0 0 0 0 0 0 0 0 e 7L 20.8 0 0- 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 8= 167 0 0 0 0 0 0 glass doors NEJNW 39,4 0 0 0 0 0 0 16 030 Cooling E!W 0.0 0- 0 0- 0 0 0 0 0 SE/SW 47.4 24 1128 0 0 o 0 0 0 South 0.0 0- 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 81 Other doors a 100 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 D 10D 14.7 9.2 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 192 845 396 54 295 132 0 0 0 112 516 231 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 32 12 0 0 0 0 0 0 0 0 0 120 370 140 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 192 326 427 56 95 125 72 122 160 256 434 570 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0,0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 28 726 0 8 207 0 0 0 0 31 A 0 Note: loom b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.7 8.1 32 920 259 0 0 0 0 0 0 16 490 129 13 Subtotal loss=6+8. +11+12 7 4039 597 122 3183 Less external healing 0 0 0 0 Less transfer 0 0, 0 0 Healing redistribution 0 0 0 0 14 Duct loss 10 106A 60 10 N 12 109 318 151 Total logs =13.14 4443 657 134 3501 16 Int. gains: People (91 300 1 300 0 0 0 0 0 0 Appl, @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8. +12+16 2677 256 160 1701 Less e)demal coding 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Dud gain tot 268 10 26 10 16 lo'/ 170 19 Total RSH gain=(17-18)'PLF 1.00 29" 1.00 282 1.00 170 1.00 1871 20 Air required (dm) 165 151 24 14 5 9 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtlg tsoR Rig "ui1e Re*le fral"' 5.5A8 RSR29013 2003AAw.28 09:100:12E-TileslCdrtat200211=1592.rsf Page W/210/200s 10: 21 DEL R 1 R 4 4076614089 NO.347 P006 RIGHT-J WORKSHEET0 ,Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 coum 1z;E STREET, LAKE MARY, FL32746.6206 Phone: (407) 831,2BB5 Job.1662 09-05-02 MANUAL J: 71h Ed- 1 Name ofroom BR3 2 length of exposed wall 30.0 ft 3 Room dimensions 14.0 x 15.0 ft 4 Ceings Condit. Option 6.0 rtI heaV000l TYPE OF CS HTM Area Load (Btuh) Atee Area Area EXPOSURE NO. Htg I Clg On Htg CIg Htg I Clg Htg Clg Htg I Clg 5 Gross a 148 4A 2.1 170 Exposed b 12C 2.9 1.9 0 walls and c 13C 31 1.2 64 partitions d 0.0 0.0 0 f 0.0 0.0 6 Windows and a 1C 37.0 32 1133 glass doors b BC 37.0 0 0 Heating c 9C 38.7 0 0 d 1C 37.0 0 0 e 7L 20.8 0 0 f 0.01- 0 0 7 Windows and North 20.4 0 0 glass doors NElNW 39,4 32 1261 Cooling EMI 0.0 0 0 SEISW 47.4 0 0 South 0.0 0 0 Horz 0.0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 b 10D 14.71 9.9 0 0 0 C 0.0 0.0 0 0 0 9 Net a 14B 4.6 2.1 144 664 297 exposed b 12C 2.9 1.9 0 0 0 wW% and c 13C 3.2 1.2 84 202 75 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2.2 210 356 4117 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 a 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors 8 22A 25.9 0.0 30 778 0 Nope room b 19G 1.1 0.0 0 0 0 perim9tAt c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 tlwv) f 0.0 0.0 0 0 0 12 Infiltration a 28.7 1 8.1 2 020 259 13 Subtotalloaa=6+8..+11+12 4102 Less external haating 0 Lem transfer 0 Heating redistribution 0 14 Duct loss 10 Y 410 15 Total loss m 13•14 4S12 10 tnt gains: People 3W 0 0 Appt. Q 1200 0 0 17 Sublot RSH gain-7+8. +12+16 2358 Less extemal cooling 0 Less pansfer 0 Cooling redistribution 0 18 Duct gain 10 236 A 19 Total RSH galrr(17.18)'PLF 1.00 2594 20 Air required (crm) 167 133 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoTt Ri9hl-9 ft Reslaerft1- 5.S.06 RSR2b013 2001Mer-26 09:10:11 ACCCK EW 11es%CeMex 20021156211S6Zrsr Page 3 wz2bi2b0.5 10: 21 DEL H 1 R 4 4W6614089 N0.347 9007 RIGHT-! WINDOW DATA 91 DEL AIR HBATING,AIR CONDITIONING,R job:1562 09.05-02 109 COMMERCE STREET, LAKE MARY, FL 3274"208 PhofC: (407) 931-266S W S D W G L S S O N A S O O W C W S N K l 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 FOYIFAM a n sw a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 47.4 32.0 8.2 NOOKIKIT a n sw a C n 0 d 1 1 90 1.0 1.4 1.0 5.0 47A 32.0 8.2 b n se a c n 0 d 1 1 90 1.0 1.4 1.0 7.0 47.4 40.0 7.3 LDYMIC MBR a n se a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 47.4 32.0 8.2 MBTH BTH BR2 a n ne a c n 0 d 1 1 90 1.0 1 A 1.0 5.0 39.4 16.0 0.0 BR3 a n nw a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 39.4 32.0 0.0 wnghtsoft " R LL l-5.106RSF=13 2003MU-26OW10:11 C,A E 1FUea Centez 20 Zl662%166Z. Pegs 1 f o 4 3i ( 2 REVISIONS IMIDIMmTt rAm FOR It' W OOGL 3TEICI GKIN1 r ICGODNWM/KTotApNOM') REV. NOTZONE: I DATE: I ECN N0. APPVD: DESCRIPTION Of CLASS LAYIyC1LAtSSOR • 1 82 11/00 1 MWw OTY (1) WAS (2) FOR TRACK BOLT 7tt uCtgw i-S AM•M•tLC IwolwullrA< uwM surroRr n 20 CA trR fl0 sTRCS ATTACMU TO 000 DOOR MRALLG (To WI) W" WIM 4STNU roO-L-LOC SY M D 10, OOTTOM r CO•M t. YRW Y 7 ,s eA 61. 1 1R72 w O IC rslortoTpw000 „w v+M Stf/Irn-an.woop up sGc>ra LISTED _ M' 4 V AYA4eL u •M onaM t? . 6*1 g GMT r•• C vIM ' C' tIUCX 11tOKINIC.A1 .OtO' O , ibo "ISsmr M. 1-1/1'.I2 OA ONLY. /1SS TR1ON OMCMLT. iMGI SWAM T Ib1 NO C. I um a tRNGNCT REPORT# 9606C `"°"`°"'"` TO u u-vela DDur. mcM r u-tMf M • 1-1-1-, w winrs.w OOf1N1 N17GM D, Tq Y-YJq OOflDY meUna". a". OM Re) l,••Nt• rrNCLT Meiw, fetpt h jyy. n r O/f10NNL DN10f MLTm LOG( 1WIIMM I t MwL DOG WOM . It•-0• I ' .•. • ' LN n N.MMf SCAM 000Rs LAP ro r-p Maw covet n a (t+) uppw n ((sMowMf. COATwO Dw OUISOD f 1M•Ct " "D=' I.W !eR[WS Iwr I, tawlaSUMK nor W WK AL DOOR L Do ST (To surt) DOORSOKII7,-o ItPr COwyST a (,) S[CTOMf (eIOT flarM>. (WT laT RCo WA TO / . TR* NalrmMa 10 oA LAM. WM stvA Do ftft p luWACL MOR201.TKJNIIQ CODD NOT 7"wWG LOND. LO 'IG10n ME NMO 1• INCK 1/Sps LLkSLIOi[ mtl00W.L17 ( 10 a GLY. STM MIDS. STU D W fO S sMBO e_• SRM:XLTS AS b&1OMWW00D iwlItD IS CA Wr. lITA /Y3/{• PAN MICRO fGltW 1MM Ow[ S/101PQ0 N• OLLTl SMMCum, VIIM 0-•0 ww. 10 Vica IG um ts• it (C-p WwNwxWO, 60t[D-Ow MWG. i' NL OwCMNS OMGIDr-I/Y mms (4000 7/tl' IA. ROUMD PV91M Wp • WIfO-Oa tl'SYGSIW LArew ICM¢•OC: Py NSn. cp p t WAONaf wCLMW WPM P•iIICMG (OrA PG A04t11) rt•/ f' attlT LCrr W wN f rO" L•GTA/ILIfO TO OOM ,7 G. GLV. S1L6 TOP 0 Tom' 71LM NdIM. `' O.ANo RWK" IICOLM[D MAa $1:R SKIM. RaLttR SAACKn. t•cM owt sM•r wON ON wml Tw•COwf. •.Oleos MLT K OpyMTGWMt 7' W.V. f1ICfL TTNCK IMIUIICD ro 1 tR• dtT ATT/iNY W/ q MIS, Sri W1 SIDS a ONA' (Olt Mm REWARD) TO rwmt A hush IxTROCK sr IO jJL OR•L7tLT 11SkS" ,) ILACKVsAR ( MOUMDIq A WNL MOOROMTK aWOt DO NOT rOM pwt 1/11yf ODLT r wUT l•) t • J fGItWS PICA Do IfMOt fMl VI AONTS. SCAM. TMA/01 04 OR 1W0 I/0. CIA RI4M OVrS, Ot Kat No Y ow stoat, srtAl, ,o IMLL tlaL ROLLfA. STUL / IC CStu -..n e.mw WN WMDVW, P.C. wlnr 4- i STU 0. .._ m„ e. . ry en w 1• nrnr l a-e p 1CMp1.9A .S /2SL71 w2) f(to w00t KWU 1 to u.1HR T •'J}.• uv r uewm DESIGN LOADS: +24,0 PSI k -2a.S PSF 0aorLv, srtCl T.Prt4 wltWt. mhcx pM R f tM DC90M d TIC SLVrOATt•0 sllu,cTVILNA COrfM7 p•„ . MM. YW,$TW OM SD KSI Ourfat r•Cw sat !ram St Tat RICl/OMYetJ17 or tilt "oat/+oLa a TEST LOADS: 36.0 PSI k -37.0 PSF ANNOLE OP DOOR RFC0110 rOR TIK RMOYIO a SIAVCNII[ •MD M ACCMDNICL O L I ]' I ]' TAtL a x0 G (LI.V, STICQ u-M{ DND swe SOLT W1M CYMICAT tMLOt10 CODSS Pa Iwt LOIp L/rDO ON refNt Y1Nf.O .t r.[ W • 2-,-2-1 0•TiGM p [. TWO u-iNlp ICTltt Lax 0400 THIS aAwG, rf rM.lwm rK'f M PART NO.: I- T .• oa mma. SIC610M, Y-w ON TOM wr0 Yc11TCNL A LL7A / `,' MoneD un •ft SItIM D WW- 312 k S:4 Isoo ttCt10NRu-MA •Trcwfo , aK , IDEAL rmMtvJ/i SCLY LVPIw6 Gets Lod a C.KwwO+/h w^`w» CinNnnoU OH /S2D2 rG LOGTwR ua not r Goo m TOLERANCES w tr Ka ,0 repo p a DOOR. 1 pin1°" ^•'w"'"'"^' °'I SStt S tseus. Fm Ko. 1-313- -3315 rrrrr..•, w. www... 0 • k.03 Stem, t„e t) 0 • * DESCRIPTION: MODEL SRST ws 16-0 s E-0: 24/-24.5 DESIGN LOAD 3 OA utY. SILO oorMW VWXer. +•Lrb,»f. «^'.» w .005 0000 . t,00t DRAWN BY: BMM DATE: 4/18/00SCALE: NTS OWO, D TTACfAD MM ( 1) I1 »S/t' >HIJ? MRAL SCAC„'!. / ( r•r .wlu y vI.»p.•. D '$foot . t I /i' B Awwww y/ , // 1 irtn It CHECKED BY: Mww DATE: +/18/0o SHEET 1 OF t SIZE a vwn WDAAAASTRr. % r Pro}fet e I ` pu1p[ w te. DWG, NO.: 102138 REV, NO. I CD CD AQMt DFSK:NAMN: Thermo-Tru in -Swing Door Wood %tomes System DESIGN PRESSURE RATING: 3 MAx ,8 O.C. Single Positive. 67.0 PSF Negative 67.0 PSFu..nupLI OVE Au I NOMINAL eOF• Single up to 5'4 x B'O w/wo A400.•3 .60 Double up to 8'4 x 8'O w/wo sido4'n . •. Single with Sidelites Positive 60.0 PSF Nagotiw 47. 0 PSF Iye rSt roNFlnma.na.No- X, OX, %D, OXO, XX, OlIXO • y Double w/wo Sidelites Positiw 47.0 PSF Negative 47.0 PSF r.FNFa.1 nKr`a1PTIdJ: The head and side jombs on fingesjoint puu measuring a min. 4-9/16' with a :/2' rabbeted Step. C 3/16' TAPCON TYPE ANCHOR MAX 18' O.G 1/2' DRYWALL3' 3/16' TAPCON , .>< •:' 1 2 FIRRYIG OR+WM.I TYPE ANCHOR 1/2' Is•.• 1/450NRY IJMRl ••'- • . d PP450NRY tD41fl a 2 FIRMING —,I - " 7J--• _ 2x MFFJ( •. .• . .. . c . y 3/16' TAPCON ^ S.. —1. 2) IiH WS ; CONCRETE LS ruD .PAID o :.' M4.SONRY BLOCK HEAD AMR 7g 2x ANB-txxx 't ..• ' .ti ::,' . TO 1x sue-BUCx 7/2' DRYWALL b •Y•• ,x BOCK 1 '> . e I .'• 1 x 2 FIRR.A 23/16' 7APCON MIET" 1/Y DwAshtl. r• , ME ANCHOR 1 x 2 I1RPoFx' ;d . m,. ELCO TAPCON OF EOWL 233 LD. SHEAR RATING) •.,' . 3/16' TAPCON ti • l J (See note ;v sat-,/' • •' fv r J w ' PFH wS•.E 5 J •_ r TAPCON 719E ANCHOR M4Jt. •, • j - I /1' MIN. T SHIM SPA6f [PIS IDE . r INc ie • VERTICAL SJW8 - j M1 sFert •' i ` FU Ix SW-BUCNt 1. 16• Iwl • .' 1. This system has been evoluoted for use in locations r:dhering to the Florida Building Code + 14R11G1L SIDE JAMB and whys pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings 70IOl and Other Structures do not exceed the design Pressure ratings listed herein. 2. For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub-secUms 1707.4.4.7 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that o minimum 1-1/4' engagenont of the Topcon into the masonry voll is obtained. — is 813. 684.3&St CAM 4/3/02 CMK. BY R.W. DRAWING NO.: . 1- 0220I S. M 1 or 1 YODEL DESIGNATION, Tharmo-Tru Out-Swktg Door Wood I romss System ,'F' .N PR Se IR ATiN •: 3 MAX t6' O.C. Single Positive 67.0 PSf Negative 67.0 PSFM•='IM IL' OVERALL NOMINAL SI_E• Single up to 5'4 x 8'0 w/wo aiddTes Double up to B'4 x B'O r/-a sidelitss .' •e Single with Sidelites Posit;" 60.0 PSF Negative 60.0 Pir I •aIENFICURATiONS, X, OX. X0, OXO, XX. OXXO double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSr n CRAI DESCRIPTION: The hood and side jambs on rn{erjoint pine measuring a min. 4-9/16' with a 1/2' rabbeted Stop. T-;-r-1.• d MASONRY LINTEL 2 lei ax2 ti S PFH 2 HEAD JAMB I TA yr 4ka , ve3"r, EMS. HI MAX. SHW SPACE Jx' 1/2 MASONRY 1 x 2 FlRRINC rDRYWALL r t/16' TAPCON YPE ANCHOR anglog x • 1 1, ISM. EMS. MAX 18' O.C. I x l FlRRINC r s DA(VALL 1:.. ..•. ,fit . Li 25, MAX. SHIM SPACE ffimtog 3/16' TAPCON J TYPE ANCHOR HEAD JAMB TO fX SUB -BUCK 25' MAX. ,: •..;• SHIM SPACE IF EXTFRIOR 3/16' TAPCON t TYPE ANCHOR • 15' MIN C-SNs( VMCAL SIDE JAMB TO IX SUB -BUCK 01 V16' )APCON YPE ANCHOR IX BUC( 1.25' Mxr. L1f4 I x 2 PRRINC DRYWALL 1X BUCK x 2 FlRRINO bQIEi I. This system has been evaluated for use in leatdions adhering to the Florida Building Code ORYWr1.l and where" Pressure requirements as detsrmineo by ASCE 7 Minimum Design Loads for Buildings I. C-SANK fi U BLOCK and Other Structures do not exceed the design pressure ratings listed herein. VEM-AL SIDE JAYS 2. For installations where the sub -buck Is less thr:n 1-1/2' (FBC section 1707.4.4 Anchorage MethodsTO2XSUB -BUCK - and sub -sections 1707.4.4.1 and 1707.4.4.2) Tapeon type concrete anchors must be used and the length must be such that o minimum 1-1/4' engagement of the Topcon into the masonry wall is obtained. 3. When using a IX sub -buck a 6-9/16' jamb is required to allow for min, edge spacing for Topeon type onehors lI I jlQjj t DESIGNATION: Thermo-Try In -Swing / OLt-Swing Door Wood Fromes System MA)nu +M OVERALL NOMINAL SIZE Single up to 5'4 x BAD r/wo sidelites Double up to 84 x 8'0 w/wo sidslAss LACE CONFIGURATIONS: X. OX, X0, OXO, XX, OXXO rENERAL DESGQIPTION• The head and side jambs ore fingerjoint pine measuring a min. 4-9/1e' with a 1/2' rabbeted stop• rtr ya `y DOUBLE 2X + i HEADER lam• bfnl.ALt sNtwsNvc : ,. al zs NtADEx SINGLE DOOR 2X STUD 2X JACK STUD s 1/I' aRY1wAL1 8 2+4 f t I WN. C-ss*r r 25' U" Siev SPACE werx sort AWS LIs' wN. Eve. 1, OrSiON PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF j & a' 0.0' C. 1441 1l II I v AE I StNGLF OR DOUR F DOOR WITH SIDELITES NQIEi This system has been evaluated for use in locotions adhering to the norido Building Coo* and where pressure requirement as determined by ASCE 7 Minimum Design Loads for 8uildi.i;s and Other Structures do not exceed the design pressure ratings listed herein. b1ISYL1AN11. we 13.684,3631 DATE: 4/3/02 DwG e1': w.LN. CN11 Vn 11w. quww+a No.: 1-02202 ern + a 1 THERMA oTRU® FIBER CLASSIC'PSMOOTH STAR' ffia t &a SINGLE AND DOUBLE W/d WiOUiBID&AM INSLN.ATED FIBERGLASS DOOR WITH WOOD FRAMES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED ASSHOWNONDETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES N07 MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY. 6. MIAMI-DARE APPROVED IMPACT RESISTANT SHUTTERS eoc REDU'RED FOR SIDELfTES ONLY. 7. SIDELJTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min. yield strength v(min.)-6,000 psi moothStor - 0.070' minimum skin thickness FiberClossic - 0.110' minimum skin thickness Core desion: Polyurethone foam core. withl.9 lbs. density by BASF. the po el skin is constructed from o 0.070' fhk. sheet ing compound psmq. the interior cavity is fated with 1.9 Ibs. dens8y 845E polyurethane loom. the pones face sheets ore glued to theroodaf4aandtoilsTt , LA latch slite s nanfomvd with o wood lock blackmeosuryg2.375 x 14.0 long of the slate and deadbolt location. The hingeMeisFingerJointedPineandthetopandbottomHoerareofawoodcompositematerial. In the double door application the inocfive door is fitted with on extruded oluminum ostrogol (IYud Jamber e) of 6063-T6 allay. The frome is constructed from fi jointed pine. The Joinedorn to the side jambs with (3) 1690. 1/'crown x 2 long sat each side. The mullions are secued together in o s*flfe application using g/8 x 2' Jong PFH Wood Screws (6) mews per each mulfion. The units use on Inswing Saddle threshold measuring 5.75' x 1..W*. I i : The sidelile panels ore sorid t g.4 usug o I- p'ecetome. y ore dry glued on the ateria with on 1/8' thk. cdlulor plp erg tope (Sti -N Tope) { caulked with silicone. The lice homes ore hdd o[ Qeflarwdh o (8 x 11/2 long Pkrscre+. TABLE OF CONTENTS SHEET / DESCRIPTION 37RA. 5MAX. OVELL WIDTH Ir36" MAX: PANEL WIDTH T- ®® x UW = x w w = a o J z d o c9 0 0o o C NN O L SIN , WING UNR 74. 5' MAX. OVERALL FRAME WIDTH 36. 625' MAX. PANEL WIDTH --I W ASTRAGAL w xW tL J 0 0 i N wDESIGN PRESSURE RATING UNIT TYPE N ETIONRE UIR ENT RS I NOT NEEDED SINGLE 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF S GEEIN eUUIJIILtWITH SIDELITES 55.0 PSF - 55.0 PSF 10MAX. OYtKALL tf(AML wnurn 36.6. 625' MAX. PANEL. WIDTH W/ASTRAGAL I D 68.5' MAX. OVERALI r36' MAX. PANEL WIDTH D 15. 5 MAX. FRAME WIDTH 13. MAX WIDTH 7. 125' MAX. D.L. O. WIDTH 15.5' MAX. FRAME WIDTH 13.75' MAX. WIDTH 1 III ®' ® III 19117.125' MAX D.L. O. WIDTH w i o o _ + O>_ F N O co NC)C a:gL' N O C UJ 0Q00 w00 a 613.554. 3831 OR B. ® a i11G1L. one. By: N.T. S. T H cwc. BY: RW MANUFACTURER Ur CTURERNs ~sz 757 u r U 1 or f ai LU 29 42 33 3 34 0. SEE NOTE 5 SHT. 40. 41 ru LU aK S NOTE I SHT. 4 Cd 5' MIN. GLASS THK. iNTERIOEXTERIO 25 ri FOAM GASKET & CY co SILICONE CAP BEAD 0-.0, 6 i. 1.68 MIN. PANEL THK. 0" 00 LE rl,* V,—Z— 7 DOORPANEL SEE N 5 SHT. 4 l= I.VLYl4VwC1r13. 684. 3531 08/10/ 0 1/2' = I ' sr: TJH C.RI OPAWMD M: S S- 21., ,51 srccra 2 of8 1 4 SEE NOTE 2 SHT. 4 27 r 22Y2 F x J z ASTRAGAL RETAINER a BOLT 8.0' LG. TOP• do BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM i HM70NTAL CROSS SECTION 3 O ASTRAGAL INT RI R 1.15* MIN. EMB. EXTER 25' MAX. SHIM FOAM GASKET do15' MIN. SILICONE CAP BEADC-SINK 34EENOTE43Y. SHT• 4 33 25 1 13 2 Z_ 36 6 5 29 si' 41 q.. 17 a SE NOTE 1 35 SHT. 4 INTERIO 16 3 er Rn55 SECTION 3 O SIDELITE TO BUCK T ACTIVE SEE NOTE 6 SHT. 4 FOAM GASKET & SILICONE CAP BEAD SEE NOTE 5 SHT. 4 34 EXTERIQR v 1 iI T o :Q p n .o. Y INTERIOR Z Y 4 36 UD J 26 9 to 29 ? 6 < 37 — a a SEE NOTE H R 7 SHT. 4 2R N V O HINGE JAMB TO SIDELITE CI Iit't :F LKAPA . , ., RrANUFAC UR.EI.k lit 8 v C 2 N Ng 41 v SEE NOTE 1 SHT. 4 o> 0 rl Co 0 o Co Io $ Su-) DOwo Oro T a 2 aL? ZUO u iti0 U 813. WK.3831 er. RW rc NO.: 5- 2151 3 or I I 13 25' MAX. SHIM SPACE 1 4 LATCH JAMB TO BUCK, NOTES: 1. PACING FOR REM NO. 41 (LITE FRAME SCREWS) IS ASFOLLOWS; VERTr—AL FROM THE TOP DOWN ON SIDES: 5.516.5. 27.5, 38.375'. 49.375' A 60.375'. HORIZONTALTHEREARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125" 1N FROM EACH CORNER. 2, SPACINGFOR ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE 944Ci1VE DOOR 15 AS FOLLOWS- FROM THE TOP DOWN 1. 3 5 18.25 40.5', 59.25', 74.25', 76.25' & 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 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) ATEACHVERTICALJAMB, FROM THE TOP DOWN AT 13.57, 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 ITEM NO. 43 (18 x 2' SCREW) SECURINGTHEMULLIONSTOGETHERISTHESAMEASTHEPERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 73.7" D.C. 7. WHEN ATTACHING THE HINGE TO THE .IAMB AND THE BUCKUSEITEMNO. 12 (110 x 2' SCREW). WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELITEATTHE MULLION USE ITEM NO. 37 (110 x 7 314' SCREW). Z `.G 40ZQa FOAM GASKET & SILICONE CAP BEAD 7,10 MIN. EMBED. ° 15" MIN. 13 C—SINK ' 6 Y w 1 7 e•. 4 a t0 X RIOR ° . O' iNTERIOR 4 •..• 10 6 26 9 2 25' MAX. Q,l HINGE JAMB TO BUCK, SHIM SPACE SEE NOTE 5 SHT. 4 Y z V) 7Zto41 SEE NOTE 1 - a SHT. 4 3 H I R N 4 O STRIKE JAMB TO SIDELITE SEE NOTE 6 SHT. 4 SEE NOTE 7 SHT. 4 o1 e W nFQ N o Do N0o00 i $SoK) w NOW Qco Cco 2 813.664. 3631 sr: Tit er: RN 4 eo.: S-2151 r 4 or SEE DETAIL 'F" SHT. 5 6' 6" 6" 3--rj 6' 6" 3' 3' 6" 3" 3' 1_ II 13 1 I I I 1 I to13 rYP. II I t3 - SEE NOTE TYP. SEE DETAIL TYP. 3 SHT. 4 SEE NOTE F" SHT. 5 SEE DETAIL 6 SHT. 4 SHT. 5 SEE DETAIL SEE NOTE 6 SHT. 4 73 - G SHT. 5 - TYP. _ SEE DETAIL 13 SEE NOTE 1' SHT. 5 '0" TYP 4 SHT. 4 D' - - B 1t - TIP. 3ESHT. NOT4E6" 6" f N TYP' a N 0- Loo SEE DETAIL N D" E' SHT. 5 N 13 — TYP. SEE DETAIL 'C' C' TYP. G' SHT. 5 1 3" ri E 3' 3' 3'- i' 3' t I f ^ 6" 6' —i } F— 6' 6" 6" }-- io 3' 3' 3" 1TR L FLORIDA B.0 •A.9 cwGLE DOOR DOUBL_F DOOR W/SIDELITES ANUFACTuRER NAME, a MASTER FHEtj#Tj,?fj IL, A 0.357' BOLT DEEP ENOUGH FOR A 2' f3 BOLT THROW 12 ! 0 0 13 r 0 0 " c, 13 10 1D DETAIL -F' DETAIL 'H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE eLAcErlTOnl FRAME DETAIL "G" AT THE THRESHOLD SEE NOTE 4 SHT. 4 w o ro ccRplO2 gLaOMI u'I mOwo o- COQ3Q`. 0 a L W StAI.DR x s novrts, nc 13.584.3831 G 0$ 10 01 c N.T.S. Tim c BY: RW WK Ho.: S-2151 r 5 or 8 CENTRAL iFIL- -DA Igo 50A'F' SEE DETAIL F' SHT. 5 J h E# J l1 1t Jiit - 6' 3 5' 10 6 3 . 6 6. 3' 343. f"' 3' 1 1 6'3' T lL _ 1 1 13 l- SEE NOTE - - 13 - Typ• - 3 SHT. 4 SEE NOTE SEE NOTE SEE DETAIL n 3 SHT. 4 _ 6 SHT. 4 ir) 'F' SHT. 5 - of N • h a SEE DETAIL - n 'GSHT. 5 _ C5, 13 - SEE DETAIL SEE DETAIL SEE DETAIL TyP. j' 'E' SHT. 5 E' SHT. 5 'H" SHT. 5 . " _ TYP• TYP - 13 J- SEE DETAIL -K' 'M' . K' Typ - • SEE NOTE 'G' SHT. 5 14 14 ( 1 14 _ 4 SHT. 4 .1YP - 14 7YP. 6' — I 3' 6' 6" 6" II'- 6' 3" SEE NOTE 3' 6' 6" 3" 14 4 SHT. 4 6' 3' TYP. nOL7BLE DDOR SINGLE DOOR W/SIDELITES 453' GLASS BITE 463' GLASS BITE 1 32 40 7 33 32 34 EXTERIOR 25 1/8- TEMPERED EXT Rr, 0025 7/8' TEMPERED GLASS 40 GLASS O 25' AIR 25" AIR SPACE O SPACE O 0 Q i F- 1/8' TEMPERED i 1/8' TEMPERED GLASS INTERIQB Z Y 2 V, GLASS 36 i 41 , 0 SEE NOTE 36 , 6 A W 6 1 SHT. 4 41 a p Q a25" STEEL SE NOTE 7 25- STEEL INTERCEPT INTERCEPT SHT. 4 SPACER SPACER INSUL F CLASS W/ TCA1 LITf FRAM A7ING DETAIL PT, LITE ERoMEDCGSG DETAIL n r) O> a N Q¢ 0 co Z cc00IKs;-) 30 TtOD O O bLlra nwn•s.. rc D13.864.3E31 me 09/10/ 01 swr: N,T. S. M eh'. TJH aac. SY: RW onwmG NO.: 5- 2151 pco 6 OF 8 PNU 4.563' T 1.063' 1— 1 2 2 WOOD FRAM3EFINGERJOINTEDPONDEROSA PINE 28 IL 097' 4 x 4 STEEL DOOR HIND£ 1.077"- to 1.531" 42 SIDFIITF TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE N PI ASTIC LIP LITE FRAME EXTRUDED STS 2.141 --{ 1 69 1 n ah AO L LcW!Nr SIDEUTE 15 BOTTOM BOOT 0.09' EXTRUDED VINYL WALL N 1 -1.531 FC. TOP RAIL WOOD COMPOSITE ia waaatu rfj • i.264' O N ^' , mmI CDN Otom--- 1.53I1- 1 FC. LATCH SIDE STTLF COMPOSITE 7ol l l 1 O m L {---- 1. 531' FC. WOOD HINGE SIDE STILE 5. 75" T N e h O-- 1.531'i FC BOTTOM RAIL in SELF ADJUSTING SAQDLE THRESHOLD 19 WOODCOMPOSITE°i. A LUL-INUMMNYL .045' W L ALUM. 080' THK. WALL VINYL TYP. 1. 531 1 f a . I 8SS BOTTOM RAIL 11 WOOD COMPOSITE x 6> r- rt I,', - So R p2 8 0, n Mo-Zo c _ 9 W O z 2. 375' 1 CONStATAM1E. M T 1 B t 5.664.SE31 1 wm 08/10 O v swc N.7.S N c w. n: TJH RW DRAW all.RW dwrll+c Ro< 30 S- 2151 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE' OF 8 IVSCRIPTION 1 0 WRAN 19690ASSIC DOOR SIN A10' UK w n BRASS 81 2 rtOW-TAU xRh F mha -LUx10 TOP RAIL 1. i x .94 RfRMA-TW M000 COHPOSIfEjn76KERGLASS FC IA7CH SR! TRII. MOOD COMWM 1.5,T1 x 1209FOSTfE 4 S U -TRU F+ON7fROSA PMi 1 S11 : 1209D FG 801TOA1 RAN 1.531 1 1?S IFFAYHIRU NOOO tDYPOSRE Tr 1.91Da. DENS M 7I SkW FVCH C06FPRESSVN WEATFiE WW -TRU FOAM 8 TFERSw _W- fOAM 9 4 4 HINGE .097 THK. £RMA-TRU STEEL 10 1110 x S 4 . PFH III= SCRflI to Fmm i 1 SS 8011DY K 14111 9/ 11fTtiN-f1A! 1fOW N900 C01l'051fi 12 110x 2 LG. PFH WOOD SCREW L 8 x 2 1 2 G. PFH WOOD SCREW STEEL 14 3116-TAPCON ANCHOR Cfl 2.0 MW. G. 15 1 LITE BOTTOM BOOT .090 EXTRUDED VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD Ia KWIKSET TITAN 700 SERIES PASSAGE LOCK iB ALUM. OD 0 x1 -pwt WOOD 21 x I W OODy x 1.25 .LAIN W OOD23 KWIKSET TITAN 700 SERIES DEADBOLT 4ASTRAGAL WI DJAMBER II WR68T .052 WALL UM. 6063-T6 cLAziNG. 1/2"INSULATED TEMPERED GLASS G S 26Ss. Wa 1RU POMMbA PME 1.183 1 I.STtOOD 27 8 x 1 LG. PANH12 SHEET METAL SCREW STEEL 8 INSIYING DOOR 9DTTOM SWEEP NYL WOOD 3 FC I1OOD l.Od( 81.OG( 2.375 1 1515 POlt1ER051 t 531 WOOD M000 COIfPOST1E 311.1 r 2 8 THK. CELLULAR GLAZING TAPE (STM-0 TAPE 33 PLASM LIP LITE BfS. 7f1ERW-TRU BTS TCM 35 t x 12 BLANK JW TRU FObDEROSA PLNE 00 6 SAEUfE SDE Sru -M IWI RAN FRUMKIAA FM 01) 7 1 x 1 3 4 LG. PFH WOOD SCR STEEL 36 SS 1Go RIB I SSI x .94 IM1811-w MOW NOT US£ SILICONE 4SILICONCAULK41 8-10 x 1 1 2 PLASCREW FOR ITEM 34 ST L 42 OW TOP it 1pTi0111NR -DML 1531 : Wli>RCA W000 43 8 x 2 LG. PfH WOOD SCREW STE a L 38 "'• SS. TOP RAIL WOOD COMPOSITE 592' N aco O. 179' I oNc REACH COMPRESSION WEATHERSTRIP FOAM CELL COVE--WIMNYL JACKET 3' In N j . 579" F o O7 . 175" OMPRES ION WfaTHERSTRfP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357' DIA. ASTRAGAL DRILL TRU FOR A /8 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WRbBT STRIKE PLATE St I--1.53t' I;- I emu SIDE O E COMPOSITE N O> 1 N cop= OZO" M U W OWO O O 26 SS. W000 HINGE SIQE STILE 3NMI— co a T4 o10 ro341 xZ ut QQW U' c"n Y C CDy U UMA O 0 z ASTRAGAL HAS Q`m 3 t- M 00 2) 8.0" l BOLTS O BOTTOM N ( 2) 8.0" BOLTS O TOP 1. 767' — 24 WINDJAMSER It WR68T ASTRdG L (AI UMINUM 052' WAL1 TYP ) S. o, Q MATERIAL: 1 ,•+ `•^-" YELLOW CHR0 E 613A64. 3631 N. T.S. er: TJH 91: RW MG NO.: S- 2151 8 or f TUN-21-2002 09*52 MILESTONE WINDOWS 407 323 9729 P.02 S Fk) (b D=dus 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) 836-5760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on tune 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits for Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 'h") 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 Yh' and a precast sill's thickness will exceed 1 "A'. The drawings dearly delineate the requirement that a minimum embedment depth of 1 'A" must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/.". Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as "1X buck by others"' or similar statements shall be construed to mean that a buck thickness of less than 1 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, Saintard, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 Andda The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert I Amoruso, PE amoruso.ne0floridaextruders 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 facilitate reproduction for Orange County Building Division Masterfile scanning. Flie: 20 2-L7R-R]A-009 q IIIIIII11/I`/ a J. QO WAIF/ ' Gci'% r w A • E No.4 075 TA 2540 aawett Lane, !14nlotd- FL 32771-160p . (407) 323-3300 - Fax (407) 322-3337 2 i Unkersal Forest Products Shoffner LLC Re: 53916435 Centex Homes Orlando 1562 A Roof 63 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: 53916435 CJ2 53916435 T2A 53916435 CS7 53916435 T213 53916435 CS7A 53916435 T3G 53916435 CS713 53916435 CS7C 53916435 HG1 53916435 HG2 53916435 J2 53916435 J7 53916435 MG2 53916435 SD1 53916435 SD2 53916435 SD3 53916435 SD4 53916435 SD5 53916435 SD6 53916435 T1 53916435 T1A 53916435 T1G 53916435 T2 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 S k.r r M'GOR r 10/17/2003 J n M. Presley License ii t5886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 liurlinkton, NC 27215 '1'cl: (336) 226-9356 Vax: (336) 476-9146 Job Truss Truss Type Oty Ply Centex-Orlando/1562-Afjsk/8-27-3 53916435 CJ2 JACK 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:53 2003 Page 1 1-6-8 1-6-8 3.54 12 2-9-3 Scale 3x4 TL20= 2-8-7 293 2-8-7 0-0-12 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TL20 245/193 TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) We n/a 999 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.05 A >492 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a n/a Weight: 11 lb BCDL 10.0 CodeFBC2001/TPI2002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 11EACTIONS (lb/size) C=27/Mechanical, B=252/0-11-5, D=24/Mechanical Max Horz B=54(load case 2) Max UpliftC=-13(load case 3), B=-120(load case 2) FORCES (lb) - First Load Case Only rOP CHORD A-13=24, B-C=-39 30T CHORD B-D=0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-93 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (4) 1) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 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 13 lb uplift at joint C and 120 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CJ2 Job Truss Truss Type Qty Ply Ceritex-Orlando/1562-A/jsk/8-27-3 53916435 CS7 E _ ... .. - , .,... ,. .,.._._ 4 1 Job Reference (optional) _ Universal Forest Products,lnc., Burlington, NC 27215. Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:53 2003 Page 1 5-9-0 1-6-8 5-9-0 4-1-1 Scale - 1: 3x4 TL20= 9-9-5 5-9-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell F-G Ud 240 PLATES GRIP TL20 245/193 TCLL 20.0 Plates Increase 1.25 TC 0.36 BC 0.39 Vert(LL) 0.02 Vert(TL) 0.03 999 A >664 180 TCDL 10.0 BCLL 0.0 Lumber Increase Rep Stress Incr 1.25 NO WB 0.25 Horz(TL) 0.01 E n/a n/a Weight: 40 lb BCDL 10.0 CodeFBC2001/TP12002 Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 IF -ACTIONS (Ib/size) B=437/0-11-5, E=404/Mechanical, D=219/Mechanical Max Horz B=164(load case 4) Max UpliftB=-162(load case 2), E=-35(load case 4), D=-126(load case 4) ORCES (lb) - First Load Case Only rOP CHORD A-H=20, B-H=20, B-C=-831, C-D=45 30T CHORD B-G=7701 F-G=770, E-F=0 NEBS C-G=169, C-F=-848 NOTES (4) 1) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint B, 35 lb uplift at joint E and 126 lb uplift at joint D. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-H=-60.0 Trapezoidal Loads (plf) Vert: B=-1.7-to-E=-49.5, H=-0.0-to-D=-148.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CS7 Truss 53916435 CS7A Type 5.100 s 2003 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud 999 TCLL 20.0 Plates Increase 1.25 TC 0.28 BC 0.11 Vert(LL) Vert(TL) n/a - 0.05 A n/a 328 180 TCDL 10.0 BCLL 0.0 Lumber Increase Rep Stress Incr 1.25 NO WS 0.00 Horz(TL) 0.00 C n/a n/a BCDL 10.0 CodeFBC20011TP12002 Matrix) UMBER fOP CHORD 2 X 4 SYP No.2 30T CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C=126/Mechanical, B=275/0-8-0, D=46/Mechanical Max Horz B=99(load case 4) Max UpliftC=-66(load case 4), B=-77(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=41 BOT CHORD B-D=0 PLATES GRIP TL20 245/193 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) I)Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; CategoryII; Exp B; enclosed;MW FRSgable 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 68 lb uplift atjoint C and 77 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/ Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CS7A Job Truss Tru Qty Ply Centex-Orlando/1562-AfjsW8-27-3 53916435 Universal Forest CS713 Products,lnc., Burlington, JACK NC 27215, Jeff Kerr 8 1 Job Reference (optional) 5.160 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:54 2003 Page 1 Scale - 1:7 axaTL,=— 2-11-11 1 2-11-11 CSI TC 0.12 BC 0.03 WB 0.00 Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) n/a 0.01 A 0.00 C I/defl n/a 999 n/a L/d 999 180 n/a PLATES GRIP TL20 245/193 Weight:111b LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO CodeFBC2001/TP12002 LUMBER TOP CHORD 2 X 4 BOT CHORD 2 X 4 SYP No.2 SYP No.2 BRACING TOP CHORD BOT CHORD Structural Rigid wood ceiling directly sheathing directly applied or 2-11-11 oc purlins. applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=57/Mechanical, B=204/0-8-0, D=26/Mechanical Max Horz B=67(load case 4) Max UpliftC=-29(load case 4), B=-77(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-43 BOT CHORD B-D=0 NOTES (4) 1) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MW FRS gable end zone; cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 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 29 lb uplift at joint C and 77 lb uplift at joint B. 4) 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 bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer rJob: 1045 562 AuROOFr Name: DateTReq:09232 03 Draw No: 391ESORLANDO635CS7B6435Contractor/Job: Job Truss Truss Type Oty Ply Centex-Orlando/1562-A/jsk/8-27-3 53916435 CS7C J14 8 1 Job Reference (optional) r _._ _.._.:__ __ .r_ n.._ n-r n.nn.GA nnn0 Oe.e... 1 Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5A00 s May 30 2003 MI I eR miuu5UIGS, We. yr au nuy cr yr .—:— -- . -1, 0-11-11F- — U4 TI2o-=0-11 _I 1 CSI DEFL in (loc) I/defl Ud PLATES TL20LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TC 0.08 BC 0.00 Vert(LL) n/a n/a 999 Vert(TL) -0.00 A >999 180 TCOL 10.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 5 lb UMBER OP CHORD 2 X 4 SYP No.2 3OT CHORD 2 X 4 SYP N0.2 FACTIONS (lb/size) C=-1 1 /Mechanical, B=138/0-8-0, D=9/Mechanical Max Horz B=37(load case 4) Max UpliftC=-11(load case 1), B=-76(load case 4) Max GravC=15(load case 4), B=138(load case 1), D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-28 30T CHORD B-D=0 Scale - 1 A GRIP 245/193 BRACING TOP CHORD Structural wood sheathing directly applied or 0.11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (4) 1) Wind: ASCE 7.98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint C and 76 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andneracceptsno information asotthemayprelalficte to al specificdbuildinggoverning ny references to job names and locatidesandordinances. The truss ons are for administrative purposes onfor the lyr andare not part of tss orhereviewof the eorgn certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEXDate RegH09 23 2003Draw No:53916435CS7C6435 Contractor/Job: 1562 A C J uss Trus Type my P Centex Orlando/1562-AfjsWB 27-3 3916435 G1ob P11m Job Reference (optional)___ Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:55 2003 Page 1 1- 0-p 4-6-4 7-0.0 13-6-14 20-0-0 26-5-2 33-0-0 35-11-11 40-0 -0 11-P10 1- 0-0 4-6-4 2-5.12 6-6-14 6-5.2 6-5-2 6-6-14 2.11-11 4.0-5 1.0-0 Scale = 1:69. 902 MII18H= 902 N 1118H= 5. 00 12 26 TL20 11 5x8 TL20= 2x3 TL20,z E F a H 2x3 TL20 C - J W1 W1 wl —> W1 i W T-1./ 3 /J ' K L 9 /--- A 81—` _ Ib 502 TL20= 5x12 TL20= Q P 0 N M 5x8TL20= 7x10M1118H= UsTL20= Seat Plate Seat Plate7-1- 12 13-6-14 20-0-0 26-5-2 32-10-4 40-0-0 7-1- 12 6-5-2 6-5-2 6-5-2 6.5-2 7-1-12 Plate Offsets X Y: 8:0-3.13 Ed a _LD•0 4 8 0 3 12] [I 0 4 8 0 3-12] [K 0-3-13 Edge] [N 0-3 B 0-2 8] [0.0-5-0 0-4-12] [P:0-3 8 0-2-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell Ud PLATES GRIP TCLL 20. 0 Plates Increase 1.25 TC 1.00 0.89 Vert(LL) 0.89 O >528 240 Vert(TL) - 1.96 O >241 180 M1118H 195/ 188 TL20 245/ 193 TCDL 10. 0 Lumber Increase 1.25 BC BCLL 0. 0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.32 K n/a n/a BCDL 10. 0 CodeFBC20011TP12002 (Matrix) Weight: 246 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except' W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W 1 2 X 4 SYP No.2 REACTIONS (lb/ size) K=3309/0-8-0, 8=3309/0-8-0 Max Horz B=64(load case 4) Max UpliftK=- 810(load case 3), B=-767(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-7379, C-D=-7425, 0-E=-10771,E-F=-11967, F-G=-11967, G-H=-11967, H-1=-10771, IJ=-7440, J-K=-7341, K-L=26 8-0=6694, P-Q=6912, O-P=10768, N-0=10768, M-N=6911, K-M=6652 BOT CHORDD-Q=187, I-M=202, C-O=248, D-P=4198, E-P=-1412, E-0=1308, F-O=-779, H-0=1307, H-N=-1413, I-N=4200, J-M=275 WEBS NOTES (10) 1) Unbalanced roof live loads have been considered for this design. end zone; cantilever left and right exposed ; end vertical left 2) Wind: ASCE 7-98: 110mph; h=15f ; TCDL=6.Opsf; BCDL=6.0psf; Category 11; Exp 8; enclosed;MWFRS gable 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) Allplatesare5x6TL20unlessotherwiseindicated. 6) This truss requires inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. B. plate 7) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint K and 767 lb uplift at joint 6) Girder carries hip end with 7-0-0 end setback to support concentrated load(s) 385.0Ib down and 258.21b up at 33-0 0, and 385.OIb down and 9) Specialhanger(s) or other connection device(s) shall be provided sufficient such specialconnectiondevice(s) is the responsibility of others. 258.21bupat7-0-0 on top chord. The design/selection of Truss be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints 10) shallnoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce unless otherwisebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. for withconditionsandrequirementsofthespecificBuildingDesignershallverityalldesigninformationonthissheetconformanceordinances. The truss designer accepts no responsibility for the correctness or accuracy of the building andgoverningcodesanddesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( plf) Vert: A-D=-60.0, D-1=-125.0, I-L=-60.0, B-K=-41.7 Concentrated Loads ( lb) Vert: 0 = - 385.0 1=-385.0 Customer No: 11045 Customer r Name: Contractor/Job: 562 AROOFDate R q:09/232003 DrawNo•53916lo 3a 435HG1 Job Truss Truss Type Oty Ply Centex-Orlando/1562-A/jsk/8-27-3 53916435, HG2 HIP 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2009 MiTek Industries, Inc. Wed Aug 27 07:22:55 2003 Page 1 1.0-0 7-0-0 13.0-0_ 20-0-0 21 1-0.0 7-0-0 6-0-0 7-0-0 1-0-0 Scale .1:35. 500 M1118H 5x6 TL20 5.00f12 i w1 17 it E 6 FII— IvLo l I H a 3x7 TL20= 3x7 TL20= 2x3TL2011 300M11181-1= 3z4TL20= Seat Plate Seat Plate 7-1-12 12-10.4 —_-— 20-0-0 7-1-12 5-8-8 7-1-12 Plate Offsets X Y): IC:0-5-0,0-1 111 DEFL in (loc) Well Ud Vert(LL) 0.12 G-1 >999 240 PLATES GRIP M1118H 195/188LOADING (psf) SPACING 2-0-0 CSI TC 0.60TCLL20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.33 B-1 >696 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.10 E n/a n/a Weight: 82lb BCDL 10.0 COdeFBC2001/TPI2002 Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins. TOP CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E=1643/0-8-0, B=1643/0-8-0 Max Horz B=-62(load case 5) Max UpliftE= 382(load case 5).B= 382(load case 4) FORCES (lb) - First Load Case OnlyTOPCHORDA-13=22, B-C=-3209, C-D=-2904, D-E=-3209, E-F=22 BOT CHORD B-1=28901 H-1=2904, G-H=2904, E-G=2891 WEBS C-1=277, D-G=277, C-G=1 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left2) Wind: ASCE 7-98; 110mph; h=15ft; and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All are M1120 plates unless otherwise indicated. inspection. plates5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance382lbupliftatjoint E and 382 lb uplift at joint B. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7) Girder carries hip end with 7-0-0 end setback down and 258.21b up at 13-0-0, and 385.OIb down anbesufficienttosupportconcentratedload(s) 385y8) Special hanger(s) or other connection device(s) shall provided of258.21b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingerectionand9) Truss shall be fabricated perwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replacethissheetforconformancewithconditions andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information onordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designrequirementsofthespecificbuildingandgoverningcodesandtojobnamesandlocationsareforadministrativepurposesonlyandarenotpartoftherevieworinformationasitmayrelatetoaspecificbuilding. Any references certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-C=-60.0, C-D=-125.0, D-F=-60.0, B-E=-41.7 Concentrated Loads (lb) Vert: C=-385.0 D=-385.0 r nnA i+ A A C Custmer No: Contractor/Job: 1 562CA ROOF Name: Date Rq:09232003 Draw No:53916435HG2 1 V`TJJ Job Truss I Truss Type Oty Ply Centex-Oriando/1562-A/]Sk/8-27-3 53916435, J2 J _ ;'6 1 Job Reference (optional) 27215, 30 1-10-8 -0-q F--sue Tt o- 1-10-8 0-1-8 Scale - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Well L/d 999 PLATES GRIP TL20 245/193 TCLL 20.0 Plates Increase 1.25 1.25 TC 0.07 BC 0.02 Vert(LL) n/a Vert(TL) -0.00 n/a A >999 180 TCDL 10.0 BCLL 0.0 Lumber Increase Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001frP12002 Matrix) Weight: 8lb LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. TOP CHORD 2 X 4 SYP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 1EACTIONS (lb/size) B=156/0-8-0, E=19/Mechanical, C=46/Mechanical Max Horz B=55(load case 4) Max UpliftB=-62(load case 4), C=-24(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-13=22, B-C=-30, C-D=-4 BOT CHORD B-E=0 NOTES (4) 1) Wind: ASCE 7-98; 110mph; h=15f ; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical e 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 62 lb uplift at joint B and 24 Ito uplift at joint C. 4) Truss shall be fabricated per ANSI1TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435J2 Job Truss Truss Type cny Ply Centex-Orlando/1562-A/jsk/e-27-3 53916435 J7 JACK ""' 18 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:56 2003 Page 1 Scale. 1: 3A TL20= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d 999 PLATES GRIP TL20 245/193 TCLL 20.0 Plates Increase 1.25 TC 0.55 BC 0.21 Vert(LL) n/a n/a Vert(TL) 0.20 A >80 180 TCDL 10.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a Weight: 23 lb BCDL 10.0 CodeFBC2001/TP12002 Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 9EACTIONS (lb/size) C=190/Mechanical, B=352/0-8-0, 0=66/Mechanical Max Horz 8=131(load case 4) Max UpliftC=-104(load case 4), B= $2(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=61 30T CHORD B-D=0 NOTES (4) I)Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint C and 82 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435J7 Job Truss TrusQty Ply Centex-Orlando/1562-A/jsk/8-27-3 53916435 MG2 MONO T0Ui --- 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MRek Industries, Inc. Wed Aug 27 07;22:56 2003 Page 1 2x3 TL2011 2- 0-0 8 2- 0.0 scale « 1 s. 5. 00f12 81 r p C 2. 0-0 x tli 1-0-07. 1. 0-0 1-0-0 Plate Offsets X Y : A:0-0-12 0-2-8 LOADING ( psf) SPACING 2-0-0 1. 25 CSI TC 0.05 DEFL in (loc) I/defl Ud Vert( LL) -0.00 A-C >999 240 PLATES GRIP TL20 245/193 TCLL 20.0 TCDL 10.0 Plates Increase Lumber Increase 1.25 BC 0.37 Vert(TL) -0.01 A-C >999 180 BCLL 0.0 Rep Stresslncr NO WB 0.01 Horz(TL) -0.00 C n/a n/a Weight: 9lb BCDL 10.0 CodeFBC20011rP12002 Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. TOPCHORD2X4SYPNo.2 BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) A=454/0-8-0, C=489/Mechanical Max Horz A=27(load case 4) Max UpliftA=-93(load case 5), C=-108(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B=16 BOT CHORD A-D=O, C-D=0 WEBS B-C=-54 NOTES ( 5-6) h=15ft; TCDL=6.Ops(; BCOL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left 1) Wind: ASCE 7-98; 11Omph; 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. 93lbupliftatjointAand108lbuplift at joint C. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding device(s) shall be provided sufficient to support concentrated load(s) 800.01b down and 205.1lb up at 1-0-0 on bottom chord. The 4) Special hanger(s) or other connection design/selection of such special connection device(s) is the responsibility of others. 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 individualmembersonlyanddoesnotreplaceerectionandwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of buildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and permanentbracingrequiredfortheoveralloraccuracyofthedesignThetrussacceptsiresponsibilityforonllyyrrectnessstheandarenotpartofthereviewreferrencestojobnamesandlocatnces. eforadministrativeinformationtas tthe maypecificrelatetoualding specificcdbuilding. Anycodes ions ar certification of the truss designer. 6) L26R: Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: A-C=-20.0, A-B=-60.0 Concentrated Loads (lb) Vert: D=-800.0 Conti ctor/Job: 1562 AROOFr Name: Date R q: 9n23 203Draw No:53916435MG2 w43u Job Truss T. usa Type Oty Ply Centex-Orlando/1562-A/jsk/8-27-3 53916435 SD1 HIP 1 1 Job Reference (opliona_I)___ Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:57 2003 Page 1 I.0-p 5-8-13 I 9-0.0 , 16-4-9 23-7.7 31-0-0 34 tL 40-0-0 4,w 1.0-0 5-8-13 3-3-3 7-4-9 7-2-13 7-4-9 3-3-3 5-8-13 1-0-0 Scale . 1:70. 5x10 TL20 3x8 TL20= 2x3 TL20 11 5x10 TL20-- 5. 00 F12 D E F G H 26 TL20 20 T120, C/ W1 W1 Wi T1 ' 3 0 3x7 L20= 3x7 TL20= O P 0 N M L 300 M1118H= 300 TL20= 300 M1118H= 9-1.12 164-9 23-7-7 30-10-4 40-0-0 9-1-12 7-2-13 7-2-13 7.2-13 9-1.12 — Plate Offsets (X Y): D:0-5-0 0-1-11]—Hf .0-5-O 0-1-1 1 LOADING (psf) SPACING 2-0-0 CSI TC 0.65 DEFL in (loc) 1/dell L/d Vert(LL) -0.34 N-0 >999 240 PLATES GRIP M1118H 195/188 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.91 N-O >521 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WS 0.43 Horz(TL) 0.22 J n/a n/a Weight: 192 lb BCDL 10.0 CodeFBC2001/TPI2002 Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 2-7 1 oc purlins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0.8-0, J=1653/0-8-0 Max Horz B=76(load case 4) Max UpliftB=-212(load case 4), J= 212(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3332, C-D= 3135, 0-E=-4008, E-F=-4008, F-G=-4008, G-H=-4008, H-1= 3135, 1•J=-3332, J-K=22 BOT CHORD B-Q=2995, P-0=2880, O-P=2880, N-0=4008, M-N=2880, L-M=2880, J-L=2995 WEBS D-Q--264, H-L=264, E-0---443, G•N=-443, C-Q=-151, D-0=1269, E-N=-1, H-N=1268, I-L=-150 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. TCDL=6.opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left2) Wind: ASCE 7-98; 110mph; h=15ft; 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. 212 lb uplift at joint B and 212 lb uplift at joint J. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding8) 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 bracingindividualmembersonlyanddoesnotreplaceerectionandwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling ofdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andpermanentbracingrequiredfortheoverallbuildingordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designrequirementsofthespecificbuildingandgoverningcodesandinformationasitmayrelatetoaspecificbuilding. 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 A r Customer No: 11045 Contictor/Job 562CA ROOF Date Name Dae R q: 9232003 Draw No:53916435SD1 JJ Job Truss Truss Type Qty Ply Centex-Orlandod1562-A/jsk/8-27-3 53916435 SD2 HIP 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:58 2003 Pagel 11-0-p 5-9-14 11-0-0 17-0-0 23-0-0 I 29-0-0 _I 34-2-2 40-0.0 4,1-010 1-0-0 5-9-14 5-2-2 6-0-0 6.0.0 6.0-0 5-2-2 5-9.14 1-0-0 Scale - 1:70. 54 TL20= 5x8 TL20= 5z6 TL20= 5.00I12 E F O 26 TL20 I[ i j 2x3 TL2011 H Ci W4 W2W3 W 4 v d 3z7 TL20= P O N M L K 30 TL20= 3z10 MII18H= 3x8TL20= 300 MII18H= 5- 9-14- I 17.0-0 23-0-0 34-2-2 40-0-0 J 5- 9-14 11-2-2 6-0-0 11-2-2 5-9-14 Plate Offsets X Y: D:0-3-0 0-2-4 F:0-4.0 0-3-0 G:0-3-0 0-2-4 LOADING ( psf) SPACING 2-0-0 1. 25 CSI TC 0.32 DEFL in (loc) 11defl Ud Vert( LL) -0.26 M-N >999 240 PLATES GRIP M1118H 195/188 TCLL 20.0 TCDL 10.0 Plates Increase Lumber Increase 1.25 BC 0.83 Vert(TL) -1.03 K-M >459 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.20 1 n/a n/a Weight: 197 lb BCDL 10.0 CodeFBC200lfTP12002 Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins. TOPCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. BOTCHORD2X4SYPNo.2 WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz 8=90(load case 4) Max UpliftB=-196(load case 2), I=-196(load case 3) FORCES ( lb) - First Load Case Only TOPCHORDA-13=22, B-C=-3470, C-D=-3417, D-E=-3321, E-F=-3320, F-G=-3320, G-H=-3417, H-1=-3470, I-J=22 B-P=3103, O-P=2637, N-0=2637, M-N=3320, L-M=2637, K-L=2637, 1-K=3103 BOTCHORDWEBS C-P=-207, H-K=-207, D-N=863, E-N=-356, E-M=-1, F-M=-356, G-M=862, G-K=625, D-P=625 NOTES ( 8) 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-98; 110mph; h=15f ; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left 2) 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. ofwithstanding196lbupliftatjointBand196lb uplift at joint I. 7) Provide mechanical connection (by others) of truss to bearing plate capable 1-95 requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing 8) Truss shall be fabricated per ANSI/TPI quality whereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and informationonthissheetforconformancewithconditionsandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design responsibility for the correctness or accuracy of the design requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no tonamesandlocationsareforadministrativepurposes only and are not part of the review or informationasitmayrelatetoaspecificbuilding. Any references job certification of the truss designer. LOAD CASE(S) Standard Contractor/ Job:Customer No: 11045 Customer Name: 562 A ROOFDate R q:0923 203 DrawNo:53916o s 435SD2 Job Truss Truss Ty Oty Ply Centex-Orlando/1562-A/jsk/B-27-3 53916435 S03 COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:59 2003 Page 1 r0_ 7-8.11 13 0-0 27-0-0 32-3-5 40-0-0 4,1-0i0 1-0-0 7.8-11 5-3-5 14-0-0 5-3-5 7.8-11 1-0-0 Scale . 1:70. 5x6 TL20= 5x6 TL20= 3x10 M1118H= 3x8 TL20= 3x6 TL20= 3x6 TL.20= 300 M1118H= 10-3-14 20-0-0 29-8-2 40-0-0 10-3.14 9-8-2 9-8-2 10-3-14 Plate Offsets (X Y)' [D:0-3-0 0-2-41[F:0-3-0 0-2-41 DEFL in (loc) I/deft Ud PLATES GRIP MI118H 195/188LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.66 BC 0.86 Vert(LL) Vert(TL) 0.22 L 0.65 B-N 999 722 240 180 TL20 245/193 TCDL 10.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES WB 0.24 Horz(TL) 0.19 H n/a n/a BCDL 10.0 CodeFBC20011TPI2002 Matrix) Weight: 188 lb UMBER fOP CHORD 2 X 4 SYP No.2 30T CHORD 2 X 4 SYP No.2 NEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, H=1653/0.8-0 Max Horz B=103(load case 4) Max UpliftB=-241(load case 4), H-241 (load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - First Load Case OnlyTOPCHORDA-13=22, B-C=-3283, C-D=-3027, F-G=-3027, G-H=-3283, H-1=22, D-E=-2895, E-F=-2895BOTCHORDB-N=2948, M-N=2495, L-M=2495, K-L=2495, J-K=2495, HJ=2948 WEBS C-N=-336, D-N=537, E-L=-443, D-L=506, FJ=537, GJ=-336, F-L=506 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11Omph; h=15f ; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint B and 241 lb uplift at joint H. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD3 Job Truss Truss Type Oly Ply Centex-Orlando/1562-A/jsW8-27-3 53916435 SD4 COMMO 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MTek Industries, Inc. Wed Aug 27 07:22:59 2003 Page 1 1-0 p 7-8-11 15-0-0 25-0-0 32-3-5 40-0-0 41-0110 r 1-0-0 7.8-11 7-3-5 10-0-0 7-3-5 7-8.11 1-0-0 Scale -1 3x7 TL20= 5x6 TL20= 5.00 12 2x3 TL2011 5x6 TL20= 3x10 MII18H= 3x8 TL20= 3x6 TL20= 3x6 TL20= 3x10 M1118H= 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y: C:0-4-0 0-3-0 0:0-3-00-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) L Well Ud 240 PLATES GRIP M1118H 195/188 TCLL 20.0 Plates Increase 1.25 TC 0.64 BC 0.85 Vert( LL) Vert( TL) 0. 20 0. 64 B-N 999 738 180 TL20 245/193 TCDL 10.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES WB 0.22 Horz(TL) 0.19 H n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 193 lb UMBER fOP CHORD 2 X 4 SYP No.2 3OT CHORD 2 X 4 SYP No.2 NESS 2 X 4 SYP No.3 REACTIONS ( lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=117(load case 4) Max UpliftB=-239(load case 4), H= 239(load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES ( lb) - First Load Case Only TOPCHORDA-13=22, B-C=-3299, C-D=-3028, F-G= 3028, G-H=-3299, H-1=22, D-E=-2482, E-F=-2482 BOT CHORD B-N=2967, M-N=2314, L-M=2314, K-L=2314, J-K=2314, H-J=2967 WEBS C-N=-404, D-N=667, E-L=-240, D-L=270, F-J=667, G-J=-404, F-L=270 NOTES ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; 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 239 Ib uplift at joint B and 239 at Iuplift at joint H. own and centered at j 7) TrussshallbefabricatedperANSI/fPI 1-95 quality requirements. Plates shall be of size and type shoints unless otherwise noted. Provide bracing where indicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and ner cceptsnoreformationas t may of the elate to a specific c fcandgoverningAydes andordinances. The truss referrences to job names and locations arse for admire strati e1putryforthe poses only and are not part of trrectness or he revieworofthecertification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 562 AuROOFr Name: CENDateTRegH 9 23 203DrawNo:53916435SD4 53916435 Contractor/Job Job Truss Truss Type Qty Ply Centex -Orlando/ 1562 Afjsk/8-27.3 53916435 S05 COMM N .;« r .. Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 1 1 Job Reference (optional) _ 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:00 2003 Page 1 1-0-p 7-8-11 13-9-0 17-0-0 23-0-0 26-3 0 32-3-5 40-0-0 4,1-010 i 1- 0-0 7-8-11 6.0-5 3-3-0 6-0-0 3-3-0 6-0-5 7-8-11 1-0-0 Scale . 1: 30 TL20= 5. 00 V2 SA TL20= 5x6 TL20 Us TL20= 5xa TL20` 3x10 M111 aH = 5x10 TL20= 3x6 TL20= 3x6 TL20= 3x10 MIl16H= 10- 3-14 20-0-0 29-8-2 40-0-0 j 10- 3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X Y): D:0.4-0,0-3-0] [E:0-3-0 0-2-4] F:0-3-0,0-2-41,[G:0 4 0 0 3 O] 2- 0-0 CSI DEFL in (loc) Well L/d PLATES GRIP LOADING ( psf) TCLL 20.0 SPACING Plates Increase 1.25 TC 0.64 Vert(LL) 0.20 M 999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) 0.64 B-O 735 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.19 1 n/a n/a Weight: 204 lb BCDL 10.0 CodeFBC2001/TP12002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No-3 REACTIONS ( lb/size) B=1653/0-8-0, 1=1653/0.8-0 Max Horz B=131(load case 4) Max UpliftB=-210(load case 4), 1. 210(load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 2.8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-M, G-M FORCES ( lb) - First Load Case Only TOPCHORDA-B=22, B-C=-3312, C-D= 3025, D-E=-2143, F-G=-2143, G-H=-3025, H-1=-3312, I-J=22, E-F=-2166 BOT CHORD B-0=2961, N-0=2415, M-N=2415, L-M=2415, K-L=2415, 1-K=2961 WEBS C-0=-381, D-0--595, G-K=595, H-K=-381, E-M=560, F-M=560, D-M= 631, G-M= 631 NOTES ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11Omph; h=151t; TCDL=6.Opsf; BCDL=6.Opsf; Category 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 210 lb uplift at joint B and 210 lb uplift at joint I. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet for conformance with conditions and requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/ Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD5 Job Truss Truss Type Oty Ply Centex-Orlando/1562-Aljsk/8-27-3 53916435 SD6 CO +'?° +` 1 1 Job Reference (optional) Universal Forest Products, lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:01 2003 Page 1 1 7_8.11 TI 13-9-0 19.0-0 21-0-0 26-3-0 32-3.5 , 40-0-0 4,1-0l0 1-0-0 7-8-11 6-0-5 5-3-0 2-0-0 53-0 6-0-5 7-8-11 1-0-0 Scale - 1 3x7 TL20= Us TL20= 5 5.00 12 x6 TL20= 300 M1118H= 5x12 TL20= Us T1-20= 3x6 TL20= 3x10 M1118H= 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y): [D'0-4-0 0-3-0] [E'0-3-3-0 0-2-41[F 0-3-0 0-2-4] [G:0-4-0 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP M1118H 195/188 TCLL 20.0 Plates Increase 1.25 TC 0.65 BC 0.85 Vert(LL) Vert(TL) 0.20 M 0.65 B-O 999 732 240 180 TL20 245/193 TCDL 10.0 0.0 Lumber Increase 1.25 Rep Stress Incr YES WB 0.26 Horz(TL) 0.19 1 n/a n/a BCLL BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 205 lb UMBER rOP CHORD 2 X 4 SYP No.2 30T CHORD 2 X 4 SYP No.2 NEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, 1=165310-8-0 Max Horz B=144(load case 4) Max UpliftB=-226(load case 4), 1= 226(load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-M, G-M FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3308, C-D=-3025, D-E=-2114, F-G= 2114, G-H=-3025, H-1=-3308, 1-J=22, E-F=-1964 BOT CHORD B-0=2956, N-0=2426, M-N=2426, L-M=2426, K-L=2426, I-K=2956 WEBS C-0=-366, D-0=582, G-K=582, H-K=-366, E-M=583, F-M=583, D-M= 723, G M=-723 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 8 and 226 lb uplift at joint I. 7) Truss shall be fabricated per ANSI(fPl 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joins. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andancewithconditionsand permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformof the nformationtas Itthe maypecificrelateto a spec fcandgoverning Anyy references to job names and locaticodes andordinances. The truss ons are for administrner acceptsnoative plurposes onlfor the yandaare not part of tss or he revieworcertificationofthe truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD6 Job Truss T usT Qty Ply Centex-Orlando/1562-A/jsk/8-27-3 53916435 Ti COMMON " 8 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr Job Reference (optional) 5.100 s May 30 2003 MTek Industries, Inc. Wed Aug 27 07:23:01 2003 Page 1 O0 7-8-11 1 13-9-0 20-0-0 26-3-0 32-3-5 40-0-0 41 0 0 1-0-0 7.8.11 6-0-5 6-3-0 6-3.0 6.0-5 7-8-11 1-0-0 Scale - 1 54 TL20= 5.00 (12 300 M1118H= 3x6 TL20= 3x6 TL20= 3x6 TL20= 300 M1116H= 10-3-14 20-0-0 29-8-2 — _40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 LOADING (psf) SPACING 2-0-0 CSI TC 0.65 DEFL in Vert(LL) -0.20 loc) Well LJd L >999 240 PLATES GRIP M1118H 195/188 TCLL 20.0 TCDL 10.0 Plates Increase Lumber Increase 1.25 1.25 BC 0.85 Vert(TL) -0.65 B-N >727 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.19 H n/a n/a Weight:1951b BCDL 10.0 CodeFBC2001/TP12002 Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt D-L, F-L WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8.0, H=1653/0-8-0 Max Horz B=151(load case 4) Max UpliftB=-233(load case 4), H=-233(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3307, C-D=-3025, 0-E=-2111,E-F=-2111, F-G=-3025, G-H=-3307, H-1=22 BOT CHORD B-N=2955, M-N=2429, L-M=2429, K-L=2429, J-K=2429, HJ=2955 WEBS C-N=-363, D-N=579, D-L=-734, E-L=1170, F-L=-734, FJ=579, GJ=-363 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=151t; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) All plates are M1120 plates unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at joint B and 233 lb uplift at joint H. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 562 AuROOFr Name: CENDateTEX HOMES ORLANDO Shp No: Req 09 23 2 03 Draw No:53916435T13916435Contractor/Jo. Job Truss Truss Type Qty Ply Centex-Orlando/1562-A/jsk/8-27-3 53916435 T1A 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MlfTek Industries, Inc. Wed Aug 27 07:23:02 2003 Page 1 1 0 P 7 8 11 13-9-0 20.0-0 26.3-0 32-3-5 40-0-0 i 4,1-0 0 1-0-0 7-8-11 6-0-5 6-3-0 6-3-0 6-0-5 7-8-11 1-0-0 Scale - 1 5x6 TL20= 5.00 12 3x10 M1118H= 3x8 TL20= 3x6TL20= 3x6 TL20= 300 M1118H= 10-3-14 20-0-0 29-8-2 34-0-0 40-0-0 10-3-14 9-8-2 9-8-2 4-3-14 6.0-0 Plate Offsets (X Y)- 113:0 0 2 0-0 2] [D:0 4 0 0 3 Ol F•0-4-0 0-3-0] [H:0-0-2 0-0-21 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) K-M I/defl L/d 240 PLATES GRIP MII18H 195/188 TCLL 20.0 Plates Increase 1.25 TC 0.64 BC 0.92 Vert(LL) Vert(TL) 0.24 0.79 K-M 999 507 180 TL20 245/193 TCDL 10.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES WB 0.36 Horz(TL) 0.18 H n/a n/a BCDL 10.0 CodeFBC20011TPI2002 Matrix) Weight:1951b LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1617/0-8-0, H=1449/0-8-0, J=241/0-8-0 Max Horz B=151(load case 4) Max UpliftB=-237(load case 4), H= 246(load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. WEBS 1 Row at midpt D-M, F-M FORCES (lb) - First Load Case OnlyTOPCHORDA-13=22, B-C=-3213, C-D= 2931, D-E=-2025, E-F=-2025, F-G=-2697, G-H=-2969, H-1=22BOTCHORDB-0=28701 N-0=2345, M-N=2345, L-M=2245, K-L=2245, J-K=2635, H-J=2635 WEBS C-0=-365, 0-0=572, D-M=-730, E-M=1107, F-M= 595, F-K=350, G-K=-330 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) All plates are M1120 plates unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint B and 246 lb uplift at joint H. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide 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 andneracceptsno nforrmation as tthemaypecificrelate to a specificdbilding governing nydes and ordinances. The truss referrences to job names and locations are for administrative putryfor the poses only and are not part of tectness orhereviewof the eorgn certification of the truss designer. LOAD CASE(S) Standard Customer 562 AuROOFr Name: CENTEX HOMES ORLANDO Shop No: Date R q:09 23 2003Draw No: 3916 16435 35T1A Contractor/Job: Truss Type Qty Ply Centex-Orlando/1562-A/jsk/8-27-3Job 53916435 T1G DUAL RIDGE 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MTek Industries, Inc. Wed Aug 27 07:23:03 2003 Page 1 F o p 6-1-3 11 6-10 17-0-0 20-0-0 22-5-6 , 27-10-13 40-0-0 1-0 1-0-0 6-1-3 5-5-6 5-5-6 3-0-0 2-5-6 5-5-6 12-1-3 1-0.0 Scale - 1:69. 5x6 TL20= 5.00 12 Q 3x6 TLC f' „ H E E I 5x8 TI20 US T120 ACW1 J AD K LD AH M lit Al N 2 O C IN W3x U3x6TL2011AJ 3 p 8 TL2 AK O 59R2 3x6 TL20 I I R S I. A0 3x7 TL20= AA z Y X W v U T 3x7 TL20= 3x6 TL20= 3x8 TL20= 3x8 TL20= 3x6 TL20= 3x6 TL20= 3x10 MII18H= 8- 9-14 17-0-0 25-2-2 1 40-0-0 8- 9-14 8-2-2 8-2-2 14-9-14 Plate Offsets X Y : D:0-4-0 03-0 LOADING ( psf) SPACING 2-0-0 CSI TC 0.34 DEFL in (loc) Udefl L/d Vert( LL) -0.15 X-Y >999 240 PLATES GRIP M1118H 195/188 TCLL 20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.43 X-Y >950 180 TL20 2451193 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.14 R n/a n/a Weight: 243lb BCDL 10.0 CodeFBC20011rP12002 Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. TOPCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOTCHORD2X4SYPNo.2 WEBS 2 X 4 SYP No.3 'Except' WEBS 1 Row at midpt E-Al, V-AI W1 2 X 4 SYP No.2, W6 2 X 4 SYP No.2 JOINTS 1 Brace at Jt(s): Al REACTIONS ( lb/size) B=1444/0-8-0, V=1469/6-8-0, U=-94/6-8-0, T=213/6-8-0, R=282/6-8-0 Max Horz B=151(load case 4) MaxUpliftB=-220(load case 4), V= 190(load case 5), U= 107(load case 6), T=-27(load case 5) FORCES ( lb) - First Load Case Only A-8=22, B-C=-2845, C-D=-2600, D-E=-1858, E-F=400, F-G= 377, G-H=-375, H-1= 372, I-J=-389, J-K=-415, K-L=-340, L-M= 377, M-N=-392, N-0=438, TOPCHORDO- P=-358, P-Q=-407, Q-R=-399, R-S=21 Z-AA=2138, Y-Z=2138, X-Y=1990, W-X=2475, V-W=2475, U-V=346, T-U=346, R-T=346 BOTCHORDB-AA=2555, WEBS X-AF=1458, X- G=-354, AH=-75 J Al= 65, VAK=-2321, G ACE79, H AD -117, F-AE1 1ACAA- 2846D-AA 421, D Y -6 6HE-Y 891AY-AF= 452, K-AG=-218, M-AJ=-82, N-AK=-12, O-V=-327, P-U=7, Q-T=-143 NOTES ( 7) 1) Unbalanced roof live loads have been considered for this design. h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left 2) Wind: ASCE 7-98; 110mph; and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) All plates are M1120 plates unless otherwise indicated. 4) All plates are 2x3 TL20 unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. B, 190 lb uplift at joint V, 107 lb uplift at joint U and 27 lb 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint uplift at joint T. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing individualmembersonlyanddoesnotreplaceerectionandwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of for building design. Building Designer shall verity all design information on this sheet for conformance with conditions and permanentbracingrequiredtheoverallacceptsonfor the lyrectness or andare not part of the review of the design pecific and and ordinances. The truss e for administrative purposes specific building. Annyydesrelatetoaldinginforlmationtastmayreferrereferencestojobnamesandlocationsarcertificationofthe truss designer. LOAD CASE(S) Standard Customer No: 11045 Contractor/Job:562 Customer Name: ROOFDate R q:09 23 2003Draw No:53916 435T1 G 43 Truss Truss Type Oty Ply Centex-Orlando/1562-A/jsk/8-27-3Job 53916435 T2 COMMON 1 1 me Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:04 2003 Page 1 1-0-0 6-11-4 10-0-0 13-0-12 _ 20-0-0 21=0-0 1-0-0 6-1 1-4 3-0-12 3-0-12 6-11-4 1-0-0 Scale 1:35. 5x4 TL20= D 2x3 TI 2011 /f 2x3 TL20 •i 5.00 12 E C El G H 3x5TL20= 3x5 TL20= Sx8 TL20= 10.0-0 20-0-0 10-0-0 10-0-0 Plate Offsets MY): : :0-4-0 0-3-0 CSI TC 0.38 DEFL in (loc) I/defl L/d Vert(LL) 0.06 B-H >999 240 PLATES GRIP TL20 245/193LOADING (psf) SPACING 2.0-0 TCLL 20.0 TCOL 10.0 Plates Increase 1.25 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.33 B-H >695 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 F n/a n/a Weight: 83 lb BCDL 10.0 CodeFBC20011rP12002 Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=853/0-8-0, F=853/0-8-0 Max Horz B= 83(load case 5) Max UpliftB=-143(load case 4).F= 143(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORDA-B=22, B-C=-1373, C-D=-1066, D-E=-1066, E-F=-1373, F-G=22 BOT CHORD B-H=1192, F-H=1192 WEBS C-H=-360, D-H=721, E-H=-360 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. h=15f TCDL=6.Opsf; BCDL=6.Opsf; Category Il; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;end vertical left2) Wind: ASCE 7-98; 110mph; ; 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. withstanding 143 lb uplift at joint B and 143 lb uplift at Joint F. 4) Provide mechanical connection (by others) of truss to bearing plate capable of5) 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 bracingindividualmembersonlyanddoesnotreplaceerectionandwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling ofbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andpermanentbracingrequiredfortheoverallforhonlyandarenotpartoftrrectnessorhereview of the eorgncceptsno pecific sedbgoverningandordinances. The truss ons arnerreferencestojobnamesandlocatidesreformationastmayrelatetoaspecificforadministrativeplutrposes certification of the truss designer. LOAD CASE(S) Standard Customer No: EX HOMES ORLANUU Shop no: Contractor/Job: 11045 562 AuROOFr Name: CENDateTReq:09232 03 Draw No:53916535 1 o4sb 435T2 Job Truss Truss Type Qty Ply Centex-Orlando/1562-A/jsk/8-27-3 5391643,1i T2A H ' TB 1 14$ Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:04 2003 Page 1 1-0-0 6-11-4 9 0-0 11-0-0 13-0-12 20-0-0 21-0-0 1-0-0 6.11-4 2-0-12 2-0-0 2-0-12 6-11-4 1-0-0 Scale e 5x4 TL20= 5x4 TL20= Io ax3 I Llw34 TL20= 3x4 TL20= 3x4 TL20= 6- 11-4 9-1-12 10-10-4 13-0-12 20-0-0 6- 1 1-4 2-2-8 1-8-8 2-2-8 6-11-4 LOADING ( psf) SPACING 2-0-0 CSI TC 0.41 DEFL Vert( LL) in 0. 07 loc) B- K Vdefl 999 L/ d 240 PLATES GRIP TL20 2451193 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BC 0.47 Vert(TL) 0.32 B-K 735 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.04 G n/a n/a Weight: 861b BCDL 10.0 CodeFBC2001/TPI2002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) G=853/0-8-0, B=853/0-8-0 Max Horz B=76(load case 4) Max UpliftG=-136(load case 5), B 136(load case 4) BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. FORCES ( lb) - First Load Case Only TOPCHORDA-B=22, B-C=-1377, C-D=-1128, D-E=-995, E-F=-1128, F-G=-1377, G-H=22 BOT CHORD B-K=1195, J-K=995, 1-J=995, G-1=1195 WEBS D-K=392, E-1=392, C-K=-345, F-I=-345 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint G and 136 lb uplift at joint B. 6) Truss shall be fabricated per ANSIfTPI 1-95 quality -requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/ Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T2A Job Truss Truss Type Oty Ply Centex-Orlando/1562-A/jsW8-27-3 53916435 T213 COMMON - 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MTek Industries, Inc. Wed Aug 27 07:23:05 2003 Page 1 1-0-0 6-11-4 10-0.0 13-0-12 20-0-0 1 1-0-0 6-11-4 3-0-12 3-0-12 6-11-4 Scale -1 5x4 TL20= 3x5 TL20= US TL20= 10-0-0 10-0-0 0= LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl L/d PLATES GRIP TCLL MO Plates Increase 1.25 TC 0.43 Vert(LL) 0.09 F-G >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.39 F-G >598 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.04 F n/a n/a Weight: 82 lb BCDL 10.0 CodeFBC20011TPI2002 Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=864/0-8-0, F=778/Mechanical Max Horz B=89(load case 4) Max UpliftB=-144(load case 4). F= 88(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1400, C-D=-1093, D-E=-1096, E-F=-1406 BOT CHORD B-G=1217, F-G=1244 WEBS C-G=-360, D-G=753, E-G=-397 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.0psf; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint B and 88 lb uplift at joint F. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and irequirements of the nformation as t may specific relate to a specfc andgoverningAnydes and ordinances. The truss references to job names and locations araccepts e for administrative plurposes onfor the ly and are not part rrectness or tithe review of the design certification of the truss designer. 6) L26R: Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation. LOAD CASE( S) Standard Customer l045 562 A ROOF Name: Date R q:09 23 2003DrawNo:539/6 35T2B 6435Contractor/ Job: Job: Job Truss Truss Type` Oty Ply Centex-0rando/1562-A/jsk/8-27-3 53916435 T3G DUAL RIDGE 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:05 2003 Page 1 1 0 0 10 0 0 17-0-0 24-2-5 28-6-11 34-0-0 35-0-0 1- 0-0 10-0-0 7-0-0 7-2-5 4-4-6 5-5-5 1-0-0 Scale - 1 dI 6W TL20= Seat Plate 3x8 TL20= 3x6 TL20 Studs @ 24" O.C. Vdx6 TL20 2x5 TL2011 Us TL20= 2x5 TL2011 Us TL20 5x8TL20= 5x8TL20= Seat Plate 20- 0-0 26-5-12 34-0-0 20- 0-0 6-5-12 7-6-4 Plate Offsets( Y) IB 0 3 8 0 2 111 IC:0 4 0 0 3-0] 11-1:0-4-0Edge], L 0-4-0 0-21M M:0-3-8 0-2-111 LOADING (psi) SPACING 2-0-0 CSI DEFL in loc) O-P I/deft L/d 240 PLATES GRIP TL20 245/ 193 TCLL 20. 0 Plates Increase 1.25 TC BC 0. 99 0.59 Vert(LL) - 0.21 Vert(TL) - 0.52 O-P 999 771 180 TCDL 10. 0 BCLL 0. 0 Lumber Increase 1.25 Rep Stress Incr NO WB 0.86 Horz(TL) 0.10 M n/a n/a Weight: 252 lb BCDL 10. 0 CodeFBC20011rP12002 Matrix) UMBER OP CHORD 2 X 4 SYP No.2 'Except' T2 2 X 4 SYP No-1, T2 2 X 4 SYP No.1 3OT CHORD 2 X 6 SYP No.2 NEBS 2 X 4 SYP No.3 'Except' W 1 2X 4 SYP No.2 ETHERS 2 X 4 SYP No.3 4EACTIONS (lb/ size) B=1606/0-8-0, M=1691/0-8-0 Max Horz B=132(load case 4) Max UpliftB=- 225(load case 4), M=-277(load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-S JOINTS 1 Brace at Jt(s): S FORCES (lb) - First Load Case Only TOP CHORDA-8=26, B-C=-3307, C-D=-3008, D-E=-2676, E.F=-2655, F-G= 2501, G-H=823, H-1=768, W=-2395, J-K=-2690, K-L=-3369, L-M= 3556, M-N=26 3OT CHORD8-R=2978, O-R=1715, P-O=1715, P-AK=2898, O-AK=2898, M-0=3201 WEBS D- W=-337, V-W=-363, U-V=.251, T-U=513, S-T=753, P-S=869, 1-S=246, G-T=625, D-R=-138, C-R=-270, R-U=1119, F-V=292, E-W=-68, J-P=484, K-0= 356, L-0=-183, G-I=-3265 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. id: ASCE7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable and zone; cantilever left and right exposed ; end vertical left 2) Wnandrightexposed; 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 trussrequiresplateinspectionpertheToothCountMethodwhenthis truss is chosen for quality assurance inspection. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanicalconnection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint B and 277 lb uplift at joint M. 8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 470.01b down and 120.51b up at design/selection ofsuchspecialconnectiondevice(s) is the responsibility of others. 9) Truss shallbefabricatedperANSI/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 individualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shallverifyalldesigninformationonthissheetforconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information asitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-H=- 60.0, H-N=-60.0, B-M=-20.0 Concentrated Loads (lb) Vert: AK=-470. 0 20.0-0 on bottom chord. The ustomer No: 11045ur Name: CENDateTRegH09 23 2003 Draw No:53916435T3G OMES ORLANDO Shp No: 16435 Contractor/Job: 1562 AROOF No ITEMS LEGEND TYPE I DESCRIPTION 1 fHUS 28 MEDIUM DUTY - ROOF 000 CUSTOMER NAME: m Z CEIV TEX HOMES ORLANDOvNOTES: THIS oRAwwO IS THE PROPERTY OFUNIVERSAL / SHOFFENER L.L.C.L.LC. AND IS NOT TO BE UNIVERSAL F 'ST PRODUCTS p cQ) c x USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST OF UNIVERSAL / SHOFFNER L.L.C. THIS DRAWING MUST BE USED IN WITHALL OTHERTECHNICALAVANUPSLINOUSTINC.D WOOD TRUSSES: TIONS' S PUB ISHEDCOMMENTARY TTHE ROSENPLATE ERECTINGTRUSSES. ( TPI) IS LOCATED AT 583 O'ONOFRIO DR. SUITE 200 MADISON. wl 53719 608) 833-5900 SHOFFNER, LLC. PROJECT: ELEVATION A ROOF DATE: 4-3-03 QUALITY PRODUCTS FOR QUALITY BUILDERS SCALE: N.T.S. 5631 S. NC 62 PHONE (800) 476-9356 BURUNCTON, NC 27215 FAX (336) 226-9403 REVISION: DATE: BY: REVISION: DATE: BY: Y 1 dry watt cap irm % "0-6rA H NOW„ ALASU PEON Fowls ra4 8x Iwcd LIVING 156 sf *Tm 4' 40 7• 0 • 12x12 Iwcd t•Lm 12x6 Iwcd L* , 340 TOrit • t50s vlfA ' io• v CAM — -• 4 12• 3' bath duct x4 Iwc 12xt2 ra w/Fanof cap 5 8xa we 1i{L muf0 109' 8x 1 5 FNi Y F 00 1 14 i. • x8 Iwcd tVi1L 7• 4' 250 9, ux10 rr o V 80 16 11c0rx66 Iwcd 10xtr. re:g InMYL FAI 10, rag 24xig rag 11 6' Y 11ft 12x6 Iwcd `\ 120 t7aA rsi{ C 4R4 0 1w --- • s{utt a ram{ `Vi OPT2.5 TON W/IOKW 2240V IPH RREPI ACE18x10 pten Nm ! 1/4ti {Ar p(atforn by bldr 1w 42X42 A/C SLABIttirFit 96 . Amm BY BLDR MIN mm{ IN= 2' FROM WALL A GOR PI AN Cr I S' X i' O.H.D. state 1/8'=1'0' \ Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. Alt duct has an r=6 insutatton value. 3 i co QLl- J S z 0 Q \ J LU l O 0 4 4 0 1Q C] Q oZS xoi O LL- LO 0 I ---IW X 0 Li J O CV LLJ CC) QzQcuLlJED U C1- Rating z o z r w •• .. > a z o z W Q o Q mct-Jcnoo ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD WH. (TYP.) WINDOW EIGHT) CAULK BETWEEN WINDOW FLANGE 8 PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. COL. PERIMETER CAULK BY OTHERS v CAULK BETWEEN B.W. 1-1/4' MIN. WOOD BUCK 8 (BUCK WIDTH) EMBEDMENT MAS'Y. OPENING INSTALLATION ANCHORBYOTHERS ONE BY WOOD 3/16' DIA. TAPCON fl BUCK BY OTHERS — STUCO BY CTHERS I-1/4' MIN. I EMBEDMENT SHIM AS REO'D. RIGID VINYL NMAX- RIGID GLAZING BEAD SEE NOTES) INSTALLATION ANCHOR (TYP.) 3/ 16' DIA. TAPCON SHIM AS REO'D. 1/ 4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) ( SEE NOTES) B. H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL v v BY OTHERS NOTES" SECTION A -A 1) SHIM AS REO.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 SILICONIZED 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 51ZE 15 NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY 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. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS GLASS TYP.)( SEE NOTES), FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE tL WOOD BUCK W. W. _ WINDOW WIDTH) SECTION B-B PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 j f SERIES SINGLE, HUNGS. L t , 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. E K B I R5rm i p PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK 6 MAS' Y.. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 4 1 PSF TO 70PSF SIZESIZE12 18 1/8 x 25 8 8 F.G F. G F. G F, G 13 18 1/8 X 37 3/8 8 8 F. G F,G 14 18 1/8 X 49 5/8 8 8 8 F,G F,G 145181/8 X 55 1/4 8 8 F,G F,G 1516 18 1/8 X 62 18 1/8 x 71 8 8 8 F.G F,G,H.1 17 8 1/8 X 83 8 8 F.G F.G,J.K i H2 25 1/2 X 25 8 8 F,G F. G F, G F, G 1 H3 25 1/2 X 37 3/8 8 8 8 F.G F,G,H,I 1H4251/2 X 49 5/8 6 8 8 F,G F•G,H.1 IH45251/2 X 55 1/4 8 F.G F•G,H•1 IH5' 25 1/2 x 62 71 8 8 S F,G F,G,H,i 1 H6 IH7 25 1/2 X 25 1/2 X 83 B 8 F,G•J.K F,G.J.K 30 1/2 x 26 29 i/2 X 25 6 6 8 F,G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B 8 F.G F.G.H.1 30 I/2 x 50 5/8 29 1/2 X 49 5/8 6 8 F,G F,G,HI 30 i/2 x 56 1/4 29 1/2 X 55 1/4 8 F. G F,G,H.1 30 1/2 x 63 29 1/2 X 62 6 B 8 6 F,G.H.1 F.G,H,I 30 1/2 x 72 29 1/2 X 71 8 8 F.G,J.K F,G,J,K 30 1 2 x 84 29 1/2 x 83 25 6 8 ir.0 2236Xs 8 F.G F.G 23 36 X 37 3/8 8 8 F,G F•G,H I 24 36 X 49 5/8 6 6 F,G F.G.HI 24525 36 x 55 1/4 36 X 62 8 8 F,G.H,I F,G,H.1 26 36 X 71 6 8 F.G.HI 0.E.F,GH,1 27 36 X 83 8 8 F•G.J•K F.,G,H,I,J,K 42 x 26 41 X 25 6 8 8 8 F,G F,G,H.142 x 38 3/8 41 x 37 3/8 8 B F,G F,G.H,i 42 x 50 5/8 41 x 49 5/8 6 8 F,G,H.1 F.G,H,1 42 x 56 1/4 41 x 55 1/4 B 8 F,G,H.1 D,E,F,G,H,I 42 x 63 41 X 62 41 X 71 8 8 F,G,H.1 D.E.F.G.HI 42 x 72 42 x 84 41 X 83 8 8 F,G,J.K F,G.HJ.J.K 48 x 26 47 X 25 6 6 A. 0 A, C F, G F, G F•G.H.1 48 x 38 3/8 47 x 37 3/8 8 A.0 F,G F,G.HJ 48 x 50 5/8 47 X 49 5/8 6 A,C F.G,H.1 F,G,H.1 48 x 56 I/4 47 x 55 1/4 47 x 62 6 A.0 F•G,H•1 O,E.F.G.H.I 48 x 63 48 x 72 47 x 71 6 A.0 F,G.H.1 D.E.F.G.H.I 48 x 84 47 X 83 FGJK OEFGHlJK F. G 32 52 1/8 x 25 8 8 A. 0 A, C F. G F. G F.G.H 1 33 4 52 1/8 x 37 3/8 52 1/8 x 49 5/8 6 A,C F.G•H.1 F,G.H.1 345 52 1/8 X 55 1/4 B A,C F,G,H,I F, G,H.1 D. E.F,G.H.I D. E.F.G.H.I 35 52 1/8 x 62 52 1/8 X 71 B 6 A, C A, C FG,H,I O,E,F.G.H,i 36 37 52 1/8 x 83 6 A,C F.G.J.K O.E.F,G.J.K.J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERS INTERNATIONAL, INC SAN ORD, FLORIDA k TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 & 2000 DRAWN BY: BB APPROVED BY: a' r=' DATE:10 / 09 / O I SCALE: N T S DWG-- FLEX 0016 BY: PRODUCT' & APPLICAT1Ok ENGe4EERING. INC.. 250 INTERNATIONAL PKY., SUITE 250. HEATHROYY, fLOR10A 327a6--PkOmE s07 805-0365 FAX 407 805-0366 y j.A.MT i04010 SJ4 j A tj.. V p x E X 1/8 ZUBE MULL110lis ltiiMp el T y 2 X ' 2 S-- TAr_zif14G SMIS SEAt ANT W MULLIGN ASPIN,SIMAS X 2 7/16 X 4/8 X 2 X 3'/8 8 X S A. INIG sms A; -T' SE A-%,T N_ 8 Y I TAPPN07 SMS A (2 X _:: 7/16 X J/p_ JAMG 'TYF./, S x LF TAPPINE SMS L SEA—Ail'T. BET iEENWINDOVFLANGES NULL MN 8 X SELF co"ECI-l"DIN: UIVIE MUL I IN CCU" S.H' JAMB "Typ.) 2 X 1/2 SF_Lr S"J: A P l!"iG SEALANT KTWEEN WINDOW FLANG-ES MULLION 8 X 11-1/2 SELF APPING SMS j, a V, 1/2 SELF7 1 V St . .—AN BET WEEN TAL;P:W; SMS W1NDU FLANG-ES MULL T,0,14 SUMSpIIN, G A AS -inN X 4 X 2/S TL jr xiFr—ENRPLi m'v_ u 'n! UNEBY 3U?" K E Y 02 t '/40 MTN; DMENT; MULLION Q & j D L-N, i A F A A Ei El,/ ATi'QN i's x i/2 VIEWE!Ci FROOPM E'XTFF; F _FiORTAFFINOSMS NIL SEA AN— Bc"T-tiic__N ING tr MULLION 48 X - i i';; -p TAPO-,•4G SMS F j L'02 2 S = L Dr-T AlL pyHo _ R S_ a N S LL.A T i7 T! t o jCR AL XAiiLLiC - N EiC .75 APPLIES TO HEAD 'S HILL W H t_ RE X U : 11V 1 10 & 1 A c E '-i S cC E ^ -1 " ; 16L -L- rt-TA J! -M A: LTNSTALLATIIONANCHOR A TAKFON SCRE\w, J'Y'-.) SILL CLIP I 1 4 TN, EM3ELMENT FRECAST SlL'_ B Y 0 T. H'c_ A;A iALRY Pi ATF m- EXTRUDERS INTERNATIONAL, INC. I FLORIDA SANFORD, FLORIDATITLE: 'R.11 0 0 0 c-5-0 0F DA, N G, LE S H E T 1 0 F 2- ul S E 0 !- Hr"R S 'DE S H T 2 DE FOR T i S I_- k-7 _ rl S<l RcAPACEST 1 t- DRAWNBY: S APPROVED BY: n mr-0. 4Zr A TV 4Q, nwr- A , r%rc-r.i ooccct 1017 r,&PArITIFS SERIES 1000 5uu r LAtyht Vtrc t II.HL ur-oluly r n---"-' '•'• • • CAPACITYCAPACITYiCAPAC6x3 CAPACITY WINDOW i CAPACITY WINDOW 1 X2X1 /8 CAPACITY 1 X2X 1 /8 CAPACITY 1 X2X3/S CAPPACITYACITY 1 X2X3/8 CAPACITY tx2 7/ 6x/s;tx2 S1X27/t 6xt/s1ax2 / / / / 8` 1 X4X 1 /8 T48ANCHORL 1 X4X1 /8 T6BANCHO 1 X4X3/8 T4BANCHORSL 1 X4X3/8 TUBE MULL, 2X4X3/8 T6BANCHORS CALL TIP -TO -TIP ;TUBE MULL TUBE MULL TUBE MULL2ANCHORS TUBE MULL { TUBE MULL :TUBE MULL : T28NCHORL 4 ANCHORS i 2 ANCHORS 1 4 ANCHORS T48ANCHORSL SL SECT. A-A(5) SECT. A -A 6 6ANCH0 SECT. A-A(6) I SECT. A -A 7 SIZE SIZE 2 ANCHORS SECT. A -A t 4 ANCHORS SECT. A SECT. A -A 2 SECT. A-A(2) SECT. A -A 3 SECT_A-A SECT. A-A(4) SECT. A -A 4 SECT. A-A(5) I 732.42 1336.52 692.83 336.52 732.42 336.52 - 1732.42 791.81 11187.72 791.8 i 1 187.72 1187.72 12 19 1 /8 X_ 26 336.52 209.72 429.55 209.72 456.46-- i 209_72- 456_4fi 493.47 740.20 - 493.47 740.20 740.20 13 19 i 8 X 38 3 $ 209.72 19 1 /8 X 50 5/S 131 23 317.66 1131.23 152.75 77.46 152.75 193,92 __ 152.75 r- 271.83 359.4i 539.12 359.41 -539.12 j 539.12 479. 33 1419 1 /8 X 56 1 /4 94.13 94.13 1-27.29 127.29 135.81 139.09 - 135.81 194.97 319.55 460.17 319.55 479.33 145 X 63 65.97 65.97 89.21 9.2 i r97_48-i 97.48 _- 1 19,85 _ 136.64 _? 282.02 , _ 423.03 282.02 __ 3_03 _ 496.98 423. 03 15 19 1 /8 T--- 58_ 81 58.81-- 64.27 64.27 90.09 T90.09 . 212.62 212.62 296.98 2 3 65.75 16 19 1 /8 X 72 ! 43.49 43.49 26. 96 36.45 36.45 39.83 39.83 55.84 - 55.84_ 131.79 131.79 i 184.08 i 84.08 294.03 r-- 171918X8426,9fi T----- 572. 13 1262_87 541.20 262.87 572.13 262.87 _ 572.13 618.52 r---- 927. 78 _ 52 i618 `- 1927.78 _ 1927.78 i H2 126 1 /2 X 26 _ 1262.87 6 1 / 2 X 38 3/8 157.93 i 239.21 157.93 323.48 1157.93 i 343.74 157.93 1343.7- 1371.61 557,41 j 1371.61S57.41 557.41 1 H3 H4 j6 1 S 97.25 2 X 50597.25 1 13.20 131.51 113.20 143.71 113.20 1201.45 2 66.35 1399.53 266.35 399.53 399.53 1 - 1 H45 6 1 /2 X 56 1 /4 69.43 69.43 y--_-^-93.89 93. 89- I100.17 102.59 1 100.17 143.81 235.70 339.42 f 235.70 - 1353. 55 310.65 353. 55 1310. 65 1 H5 44 26 1 /2X63 _ 48__-_ 148.44 T---- 65.51 - 65. 51 71.58 71.58 _ 88,01 65.8fi 100. 34 65_ 86 207. 10 1155. 44 236. 83 155. 44 207. 10 217. 1 1 1217.11 1267.38 i H6 F1 72 ! 31.79 26 1 /2X _ _ T19.62 31. 79 42. 99 142.99 46.98 46.98 - 1 i 1 40. 64 95.93 95.93 1 133.99 133i99 214.02 H7 26 1 2 X 84 i 9.62 26.53 a 26.53 2$.99 40.64 r- T-- 22 Z I 37 X 26 ; 216.75 j 471.75 216.75 471.75 j 216.75 471.75 216.75 471.75 1510 j 765 j 510 765 431.36 j 765 j 43i 23 7 X 38 3 8 122.22 185.12 11122.22 250.32 s-_- 122.22 t----- 266.00 j- -- 1 122. 22 266.00 287.57 200.86 431. 36 301. 29 1287 . 57 200, 86 301_ 29 4 36 1301.29 24 7 X 50 5/8 _ 73.34 73.34 -- 85.36 - 99.17 185.36 1 10r 8.37 85.36 151.91 _ 107.65 176. 43 1176.43 264.64 264.64 245 37 X 56 i /4 ' S1.97 51.97 70.28 70.28 74.98 76.79 s 53.21 74.98 65. 43 74. 59 1254.07 t 153.96176. 06 153.96 230.94_ 230 94 25 37 X 63 36.01 36.Oi r _ _ _- 23.47 48.70 ---_---- 31. 74 48. 70 ^ 31. 74 53. 21 i 34.69 34.69 --- 48.62 48.62 1 1476 1 14.76 131.61 1160.30 ! 1 Zfi a 37 X 72 ' 23.47 i 19.46 19.46 21.26 12 1:'fi. 1 29.81 170.36 - i 70.36 98.27 98.27 -- 156.97 27 37 X 84 14.39_ 14.39 417.04 191. 61 1394.49 191.6i 417.04 ;r:,191r61 " J 7•Q4 s= 450.85 _ 676. 28 j 450.85 676.28 i 676.2 32 53 1 / 8 X 26 191.61 1201.5i 98. 38 214:14 t.38 :','2:4.14 231.50 347_25 1231.50 347.25 347.25 33 3 1 / 8 X 38 3/8, 98.38 149.02 98.38 I -_ - 65.4576. 04 1- 65.45 83. 09 s5_45:1-94.Ofl r 231.01 --' 154. 00 231.01-- 231.01 343 1 /8 X 5fl 5/S 5fi.23 56.23 -- 73 58.10 56.73 :" r 81.44 133.48 192.22 1 133.48 1200.23 200.23 345 53 1 / 8 X 56 114. 39.32 39.32 53.17 53.17 36.40 I 139.78 39. 78 48.91 i 55.7_ • 50 8 S 1 - 13160 j_ 8 17 263 3 17 26 35531 / 8 X 63 ` 26.92 26.92 36.40 25.62 35. 92 35 92- 184.77 0 97. 1 18. 41 145.82 36 j 53 1 /8 X 72 17.34 t 17.34 23.45 23.45 14.21 25. 62 15. 53 i 115.53 21. 77 21.77 184.77 51.39 51. 39 71.78 71.78 120.81 37 53 1 8 X 84 ` 10.51 10.51 14.21 SERIES 1.000 & 1500 FLANGE VERTICAL x INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES T Tr TITLE: T 7, r-. e C _ SS; = ,as •-• -Trf` rr nk±fir SHEET 2 OF 2 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON END. DRAWN BY E< APPROVED BY: FASTENERS REQUIRED .AT EACH 8) DESIGN PRESSURES GIVEN ARE FOR, 1.5 X cC " DATE::) L < <` r SCALE: F-i!' DWG.: 1 VN1 L u 2 40 SHIM AS RE'0'0 INSTALLATION ANCHOR SHEATHING- (SEE NOTES) #8 SCREW. BY OTHERS CAULK BETWEEN DOOR FLANGE TWO BY WOOD SHEATHING BY OTHERS 11xfl I SHIM SPACE STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS 7- • SLIDING GLASS DOOR FRAME SILL 6 C F 1-I/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENT d n 1-1/4' MIN. D LIBERALLY APPLY —f 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-iI-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS I HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR q8 SCREW BETWEENCAULK DOOR FLANGE SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS SLIDING G-1 INTERLOCK EXTERIOR ELEVATION 2 PANEL DOOR SHOWN INSTALLATION ANCHOR HOOK STRIP DETAIL WOOD RS + ULK BETWEEN IOK STRIP & IEATHING I-1/8' MIN. EMBEDMENT NOTES= 1) DOOR MATERIAL; ALUMINUM ALLOY 6063. 2) R8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MI?,L EMBEDMENT OF 1-1/8' 114TO 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 L JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN- 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM C1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB i SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.. 11) SHIM AS REO'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4', 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION SECTIONS 'A -A', 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS, 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTION DATE INI FLORIDAINT. EXTRUDERS Sar,FORD Ft-. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB I APPROVED BY: ATE: 12/17/01 SCALE: NTS DWG #S-LEX0027 SHT 1 OF ParpAorn Rr. PQnMn'T L APPLICATION ENGENEERING. INC., 250 INTERNATIONAL PKVY., SUITE 250. HEATHROW. FLORIDA. 32746. 407-Sn-0365 FAX 407-805-0366 8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TD 61 PSF TO 70 PSFSIZEANDSIZEUPTO46PSFTO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 4068 xx, x, XO 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 XX, OX, XO 60 X 80 6 6 6 8 8 8 8 4 4 4 6068 XX, OX, XO 72 X 80 8 8 8 8 8 4 4 4 8068 XX, OX, XO 96 X 80 10 10 10 8 8 8 4 4 4 10068 XX, OX x0 120 X 80 12 12 12 6 10 10 10 5 5 5. 5080 XX, OX, XO 60 X 96 6 6 8 10 10 10 5 5 5 6080 XX, OX, XO 72. X 96 8 8 10 10 10 10 10 5 5 5. 8060 XX, x, XO 96 X 96 10 12 12 10 10 10 5 5 10080 XX OX XO 120 X 96 12 6 12 12 12 6 6 6 50100 xx, x, XO 60 X 120 6 6 8 12 12 12 6 6 7 60100 XX, OX, X 72 X 120 8 8 0 12 12 12 6 7 8 80100 XX OX XO 96 X 120 0 0 8 8 8 4 4 4 9068 OXO 109 1/8 X 80 12 12 12 8 8 4 4 4 12068 OXO 145 1/8 X 80 14, 14 14 8 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16: 16 16 10 10 10 5 5 5 9080 OXO 109 1/8 X 96 12 12 12 10 10 10 5 5 5 12080 OXO 145 1/8 X 96 14 14 14 10 10 10 5 5 5 15080 OXO 181 1/8 X. 96 16 16 16 12 12 12 5 7 8 90100 OXO 109 1/8 x 120 12 12 12 12 12 12 5 7 8 120100 OXO 145 1/8 X 12 114 14` 14 8 8 8 4 4 4 9068 XXX 106 S/8 X 80 12 12 12 8 8 8 4 4 4 12066 XXX 142 5/8 X 80 14 14 14 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 10 10 10 5 5 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5 15080 XXX 178 5/8 X 96 16 16 16 12 12 12 6 77 8 90100 XXX 106 5/8 X 12Q 12 12 12 i2 12 7 8 120100 XXX 142 5/8 X 120 4 4 4 8 8 88 44 4 10068 XXO 119 5/8 X 80 12 12 12 8 8 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO 191 5/8 X 80 18 18 18 8 1 10080 XXO 119 5/8 X 12 12 12 1 10 1 10 10 5 5 5 12080 OxxO 143 5/8 X 96 14 14 14 10 10 10 5 5 5 16080 OxXO 191 5/8 X 96 i8 18 18 12 12 12 6 7 8 100100 OxXO 119 5/8 X 120 12 12 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 14 14 12 12 12 6 7 8 160100 OXXO 191 5/8 X 120 18 i8 19 4 4 4 10068 XXXX 11 1/4 X 12 12 12 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 10 10 10 5 5 5 10080 XXXX 117 1/4 X 96 12 12 12 10 5 5 5 12080 XXXX 141 1/4 X 96 14 14 14 10 10 10 10 10 5 5 5 16080 XXX-X 189 1/4 X 96 16 16 16 12. 12 12 5 7 8 i00100 XXXX 117 1/4 X 120 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 12 5 7 160100 XXXX 189 1/4 X 120 16 16 19 FLORIDA EXTRUDERS INT. IN. SANFORD, 'FL. TITLE' SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS Wi ENGINEER: DR*BB DATE12/21/01 ANCHOR NOTES. 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIESDIscIPLINE: CIVIL SCALE N.T.S. °" "¢ FtExDO27 FL. REG. N4 47182 - REv. LETTER: SHEET, Ili ? PLAN: 1562 VANGUARD/FOX & JACOB ORLANDO DIVISION GENERAL NOTES SHEET INDEX I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMEN51ON5 AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. SHEET NO. SHEET NAME 2. ON-51TE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB —CONTRACTORS. EACH 5U5—CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 3. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAW5, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REA50NA15LY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = I'—O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 115" = 1'-0". ALL I-1XII PLANS ARE DRAWN TO THE SCALE I/8" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/I6" = I'—O". O.H. GARAGE DR. WIND LOADS BASIC WIND SPEED = 90 M.P.N. (FASTEST MILE) 110 M.P.N. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT ± OJO INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 , -IS PSF ROOFS = +20 , -20 PSF 30 PSF AT OVERHANGS) C Al A2 A3 A3.1 A3.2 A4 A5 A5.1 S1 S2 ENGINEERED BY: COVER SHEET FOUNDATION PLAN, WALL SECTIONS, FOUNDATION DETAILS FLOOR PLAN, INTER. ELEVATIONS EXTERIOR ELEVATIONS, TRUSS LAYOUT GABLE END DETAILS STRAPPING SCHEDULE ELECTRICAL PLAN, RISER DIAGRAMS PRECAST LINTEL DIAGRAM PRECAST LINTEL LOAD TABLES GENERAL NOTES, GENERAL DETAILS, CHIMNEY DETAILS REPAIR DETAILS, OPTIONAL COVERED PORCH DETAILS NANGARD / Fox & JACOBS HOMES B V « E N T E Y ENGINEERING Nail n.-vow nx: va emc a5eu a tNou s a aoEEsoa 311 LL Sae W a =' WSfag Q E N ae co aflit 2'i3 NNI9NNY. a.aaa, W. d.-Eesg. d.d.eW. a aa x 01-22-0/ sheet 5 11 f R-PS INSUL. I/1' DRYIIALL— 14' DRYWALL OVER DO FURRING OVER R-5 INSULATION - 3Vi• CONC, SLAB W/ FWSERMESH OVER 6 MIL VAPOR BARRIER OVER TERMITE -TREATED, WELL COMPACTED FILL RVERGLASS SHINGLES OVER W FELT OVER 1/I6' OSB. OR VI' CDX WOOD TRUSSES STRAPPED AS SWOIN ON TRUSS LAYAJT D(2 P.T. OVER DO CDR OVER 2X6 SUIBFASCIA UI/ COW. ALL". VENTED SOFFIT LINTEL BLOCK W/ 1.5 BAR MASONRY FINISH OVER CMU BLOCK W/S DOWELS SHOWN LOCATIONS ON FOUNDATION FLAN A WALL SECTION: CMU—ONE STORY —MONOLITHIC 3Vi" CONC. SLAB W IFIBERMMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL CHU 1 ' 5 BARS G MONOLITHIC SLAB — CMU ONE STORY 5 WORIZ BAR- CHAIR BLOCK CHAIR BLOCK UNDER FRAME 5- FELT OVER 1116' O.S.B. R-19 INSIA_ OR V2• COX WOOD MISSES STRAPPED AS SHOWN ON TRUSS LAYOUT IX2 PT. OVER DO CDR OR CONT. ALUM. FASCIA OVER 2X6. SUBFASGIA WV CONT. ALUt WRDRYWALL VENTED SOFFITING OVER R-5 INSUL. LINTEL 13LCCK WI - 5 BAR WINDOW WIT PRECAST MTH (U' 5 WHEN 6 FT OR GRATER 31h' CONC. SLAB W/ PRECAST RBER MESH OVER 6 C. SILLCONMASONRYMILVAPORBARRIERFINISH OVER OVER TERMITE -TREATED, CMI CMU BLOCK IW, DOWELS WELL COMPACTED FILL SHOWN LOCATIONS ON FOUNDATION PLAN GRADE 2-58 F WALL SECTION ®WINDOW: CMU—ONE STORYWAIN 34' CONC, SLAB WiRBERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL REBAR CONT. GRADE K -X X THICKENED SLAB NON BEARING ENTRY — CONC. PATIOS COFTJER BAR H W/ STD. HOOD • 5 BAR cm CONC. FILLED TOP COURSE WA • 5 LBR LINTEL BEAM REINFORCING BLOCK TOEXT.FRAME SHEAR STRENGTH x CONNECTION (TYP. SPACMCs) EXP. BOLT: ur • 49- Oz. J-BOLT: 112' • 48. OC. XTEST REPORT - 150-20065/ PROFESSIONAL SERVICE INDUSTRIE5.RNC- 5EE M'FG. SPECS. FOR BIT SIZES N TECFNICAL INFORMATION I EXPANSION BOLTS sFEAW2 srRETNGTH LIGFITIIEKaWT t MBEI7METNTHOLLOWBLOCKTOTSLB9. NON LOAD BR' WALL I • 5 REBAR CONT. — 3'1• CONC, SLAB WV FIBER'MESW OVER 6 MIL VAPOR BARRIER OVER TERMITE - TREAT WELL COMPACTEDFILDEPRESSEDSLAB NON BEARING ® GARAGE axe LINTEL FILLED WV I)S COHT. VERTICAL REBAR SEE PLAN SINGLE COURSE LINTEL 374 =i - 0 DETAIL DENOTES PIPE PASSING THROWW STEM WALL DETAIL DENOTES PIPE SLEEVE SHALL BE f-A,%Wa THROUGH FOOTING GROUTED SOLID 2 SIZES LARGER THAN SLEEVE 5HALL AROUND PIPE PIPE PASSING TWROWH BE 2 SIZES LARGER SLEEVE TWAN PIPE PASSING TFI2OUGu TWICNENED SLAB UNDER u — — ---- f PR6G/VTSbD. 4!3 1 ' t l G THZU fI01. Di FA ilti i t ICI liwi Ilk I 4 I I OF" k tRi IT-2' S Im Nr_a UZ' i 1 FOUNDATION SLAB NOTE: 5 I/ 2' COW- SLAB w/FIBERMESH G OVER 6 MIL VAPOR BARRIER ON CLEAN, "ELL COMPACTEP TERMITE- i 11` 1{ RE515TANTTREATED FILL OR RECRUIT 2- 5Y5TEM (TYP) G I I F i I cm in Z I E VARIESi ---_ J F O FV4RI 24' 44 12" T"<. i IGCONC. FAD V i 3) 15'T EAU VG RACE H.R I • I IG x G 3/4' RECE55 •GARAGE DOOR SEE FOUNDATIONW13AR QUA PLAN / FOUND A T I ON /p LU IB I NG RAWLS FORREBARQUANTITY \ / 2 PRODUCT lFAINT -BOLT RAWI-BOLT MAXIMUM SPACING OF FILLED CELLS Ut CRnED CELLS THAT CAN RESIST A IOO MPH. LOA17 OESGN WALL PRESGJFeE T = 22 P5F MAXIMUM ALLMIABIE TENSION ON HOLLOW COPE UNITS 15 25 PS L - AC.I, 531 TABLE IOJ SEETON PROPERTIE5 8' PARTIALLY 6REILI EL1 HALL = 95. 43' O AsomARY STR3LTURB5 AL.11 M = 1d- I Ak 5 = W-L'LX12/ 8XT - 95.43 ,1 = W3.4 FT. U5E 8'- 0' RURIZ. SPALIG - 9'-4' CEU M MAx. MS . USE 6'- 0' HMZ. SPACING - IO'-0' TO IT-8' CJB- - U5E V- O' NURIZ SPACIG - 17-0' TOI& COLIC. MAX A® LINTEL W N •5 03wr. 9'-• W.T. (.% 89 9 uWox O a` cn Z J U^ZF- L O W 0UZ OF- wO Z 0 _ J Q 2::) Q Z 0 Q Il Sa E 8 g c r gJ =F a nwief° ns: deli pw br. d AlOf: LOCATION EMBED A MIN. EDGE Af10W.4BlE ALLOWABLE S REBAR UXTHIN FOOTING \J/ CONE FOOTER SCALE = V4"= I'-0' DEPTH DISTANCE PULLOUT SHEAR W/2S"MIN. SPLICE OVERLAP (SEE FOUNDATION PLAN GRWTEO 2 5' T/2- 7.5' 781 l8S 1755 185. FOR SIZE) r 7 1- I.s 7Bat Les. zsa7 Les. TYPICAL FOOTING DETAIL WALL SECTIONS 4 FOUNDATION IDETAILS SI RI A/YJ SCALE = N TS. THIS SMETI1RE IG HA5 BEENDESNEDTOMEET OI2 ECEED ENGINEERING THE III M.P.H. 3 SECOND GUST WIND LOAD FWBMIREMENTS (On n+-soot sue (a" M-4Pn OF THE FLORJDA EULOING CODE 2001 EDITION. PA. TWI 101413 ALTiIAMM SPRNM R 37M TOWS N. NOUtSON Ki 47I19 lm lm KITCHEN A KITC14EN B SCALE- V4'-r-O' sc6u- V4'=r-0' 9 I : KITCHEN C BATH D SCALE- V4'.r-0' SCALE- V4'-r-0' INTERIOR ELEVATIONS 50ALE - V4' -r-O' PRE-ENGINEERED WOOD TRUSSES. UPLIFT CONNECTOR. SEE ROOF TRUSS LAYOUT FOR QUANTITY AND SIZE - PRECAST LINTEL. SEE LINTEL PLAN FOR DEPTH AND REBAR 16"XI6" CONCRETE BLOCK COLUMN W/ 2 #5 REBAR. SEE FOUNDATION PLAN. APP FIN. GRADE 5 4/2" CONCRETE SLAB 24"X24"XI2" DEEP COLUMN FOOTER W/5 #55 EACH WAY BOTTOM OF FOOTER TO BE 12" MIN BELOW GRADE FRONT F®RGH SECTION SCALE-. N.T.5, NOTE: SEE FOUNDATION PLAN FOR FILLED CELL LOCATION. ALL 5TRUCTURAL WOOD WEADER5 TO BE DOU5LE 2" X 10" UNLESS NOTED OT14EfW5E BATH E SCALE- V4'.r-0' LEGEND TRMal;rx6W-O'AFF. NOTE: ALL WERIOR 9WLL5 TO BE 3 V!' MESS OTFERtISE NOTED. N01t: ELEVATION 'A' S 40M SQ. FT. CALaLATION5 LIVINGS ISO $ LANK 0 ENTRY 28 i OTI-ER 0* GARAGE 3W TOTAL AREA URDER ROOF No 1 PATIO 40 M TOTAL AREA 2020 • OPT A/C LOCATION CUD i 1Sf+-ZS i ts urta i i SFk-ZS DRyp2 ZZ/ _2q t i (+22/ -24) VENT, x 6'-O' PATIO III MIIIIIIIIIIIIIIIIIIII M111i11 11!111111111 i111Nf{IIIIIIIIIIIIIIIIIIIIN N1111 44: N FAMILYROOM CJWET i i 2 -CAR GARAGE N "NIIIIIIII%., illillllllN 9 N a a _ D- NDTE: BOOLE LINE @ I Can PLANENDDETAILSN. 7 B' ELEVATION ' ONLY 5CALE - V4'- r-O' WNRICANE OCT1. ENGINEERING 46n 77"M nlc (4.» " -e•n 4 PA wx 161M famso E 5pmQ& •L =40 I nwma 4 M.E0.4011 ffj 4-619 z 0 Z Q a w O W 00 LL cl Z gi 6 6 Spz Is 0 1 LOB re.triw s a... m br. ae6ivied ey. 111 d—erd.-,& .9 chocked br- 6wa sheet A2 c: NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRUSS ANCHORAGE: V (1) TTPE 'C' (OR ALE TIE) FOR TRUSS TO FRAME WALL OR BEAK CONNECTION UNLESS NOTED OT ERUSE (UNOJ 1) USE (1) TYPE 'A' (OR INIERI::14AN ABLE TIE) FOR Tg155 TO 5LOCK WALL CONPECTICN (UNOJ3) USE ERA06-H (OR INTERd14ANGEABLE TEFLR ALL JOIST HANGER CONNECTIONS (UNO) 4) USE 0) 16d OR (3) J31 x 3 114" PASELODE CAN NAIL TO FASTEN JACK TO NIP GIBER (T45) 5) GABLE TRU`.OES REQUIRE (V TYPE 'A' OR (V TYPE 'C' STRAP AT 4W O/G FROM CENTER OF TRUSS. 6) ALL STUDS BELOW GIRDER TRUSSES SMALL BE EITHER CONNECTED W SR9PSON SP4 STRAPS TOP AND BOTTOM IN ADDITION TO OTHER STRAPPWG ON PLANS. SIMILARLY, 4X4 POSTS REG:IRE (2)-SP4'6 ONEACHEND. 4X6 PO$T5 REQUIRE (3)-SPW. ON EACH END. 1) BOTTOM HALF OF MT516 TRUSS STRAPS SHALL 5E EITHER NEATLYW,APPED UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR POST DEPENDING ON ALrN TENT OF GIRDER AND STUDS OR POST SELOU 40-0-0 SEE POST STRA Wl_7 ON la APb ind tiR FTEUrlATIC EQUIVALENT MAY 5E SUIEST1TUI ED FOR HMJtI NAIL DESUC3UTIONS' NAIL VALUES: BASED ON 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRICTION FROM TAER E BEc -'NAILS AND SPIES - LATERAL LOAD DE563N VALUES' NAIL SEAR VALUE (II—) Sd. 103' iOd R)5' 16d 145- Trd-0 I FLOOR & ROOF TRUSS LAYOUT KT.S. NRICAN€ ENGINEERING a'A n4amu nut (an n4-" FA sm! 1*1613 /tGllaNlH SPA M.% A Snfs WbM J. MOM= Wj 416/1 ROOFPITON 51 t,f l•f•4 41 4 4•t•4 4t•t•a araa--- - rrrrrrr ROCF Fq N Cq.1P. 12 SHINGLES 5 Ttass BEARNG owe 99 TEXTURM E MASa rT d 0 3 FWA GRADE iET / 4 T R7CF PITCH CR RIDGE VENT (TYP.) FINISH GRADE RIGHT MASONRY SIDE E_ I E\ , FINISH SCALE U4"- P-0I'-0•' 8r T18f55 BEARING 77, pw z W10-0, i§ FINISH GRADE COMP_ 5HINGLES TEx111FEo K46O T FHW BLOM cauw N IEa K w U co ii O a um. Q Q NZ O z) EoQ } J J J cu OWU) Ucn F- W X w ss E3ys 2 ash by.d 419UMI /. d111YY 4CSl f1 01-2241 Sh t: A3—A Of ROOF SNEATWW. OVER TM SEE NAILING ZONES] BACgJML W (2) I64 NAILS L' BRACE TO EXTEND AT LEAST 90R OF WEB LENGTH (SEE TABLE) 2.4 PANEL BLOCKPY - 46' OC. FOR THE (4) ROBS OF TRUSSES FROM EA. END TYPICAL ATTAOHED W( (2) %d TOENAILS - GYF-K" WALL B 2x5 P.T. NATION I I I W.OSB OR L2' COx I 7.4 DIAL. BRACE 6 45' OL. W( (4) 10d NAL6 • EA END FIRST TOO BAYS I GABLE TRUSS 10d NAILS • 4. OC DOUBLE L*VEL . GABLE END OV (V 5 N EACH COP25E t12' x S' WEDGE ANCHORS 32' O.0 5 VERT. BAR SEE FOUNDATION PLAN FOR EXACT LOCATION) U BRACMG FEOUFOAMM STIR SPACING NO L. BRACE U 2.4 L' BRACE L' BRACE L' BRACE 1. 0._0.. _ 4.-5" r-s- - S.-" 0._0,. - r-5.. W-0. _ 5.-V. 24" 0'-C - 4'-0" 4'-PW - 6 -w- 6'-10' - W-10' IS'-10" - Q'-S' NOTE; 'L' BRACE MIST EXTEND AT LEAST W% OF OEB LEN SW GABLE END BRACMG MTAL WIND SPEED $M N PW. MAN WALL IE6GW UP TO 30'-0" GABLE TRUSS SFEATHNG GABLE TRUSS 2x4 SPRUCE OR BETTER SP1PSClN A35 • 3''0' Of- pgg OR 2x4 LEDGER TO HATCH BOTTOM LATERAL BRACES • <'-0" 2.4 SPRUCE OR BETTERCDX GNOR3 SLOPE OF SCISSOR TRKS ! 6ABLE KMY de' OC. 2x4 LEDGER TO MATCH BOTTOM OG ATTACH !I) Wd TOENAILS LATERAL BRACES - W-0' CHORD SLOPE OF TCW Ta OM 2x4 BLOPCNG 6 Ar OC. O.C. ATTACH (2) I6d TOENAILS STRAP TEE ATTACH TO WEBS WITH CLUSTERS 10d NAILS . 4' O.C. ( 45' OCJ tOd NAILS OF (7110d NAILS E ATTACH TO WE.B$ WITH CLUSTERS L• BRACE 4. O.C. DTYPIC d NAIL$ OF l21 10d NAILS ATTACFEDTYPICAL1dNAILS 10d N/yl8 6 d• OG Ix6 P.T. SILL DOUBLEL- . GABLEEND W) lU 5 N IiAGH COURSE2x4 DRYWALLs . ea.R2x4TOP PLATE SEE PLAN FOR LOCATION)RUSS UEB . SECTION GABLE TFUSSUEB TYPICAL GABLE ATTACHMENT TYPICAL GABLE ATTACHMENT CsNr,LE L• BRACE oErAll % SECTION TO CONCRETE END WALL TO WOOD FRAMING END WALL DOUBLE L' BRACE DETAIL NOTE, THLS INSTALLATION IS N ADDITION TO WEE: THIS INSTALLATION IS N ADDITION TO BRACING REOU fFIEMNTS OF TRUSS MANUFACTURER BRACING RE(WIREMNTS OF TRUSS MANUFACTURER Ill RI CA1 E ENGINEERING 467) " 4 IP 3 FUG (4M 774-9477 PA. GM lIP613 IOSUUNiE WfW@ . R 3VIG I I 11, 101664 MMU" PU 471111 I ACT' 1. 511 at sf CN 45 g V I W3` s II 1 E^ i flit bex 4o.nK de611p16d by. nt drawn by dnw design d, edlee br s del- 0*.n- 1 sheet A3. 1 of LOAD TABLE MODEL 1562: LAKE COUNTY QUANTITY EQUIEMENT BREAKER CONDUCTOR OA 2 1 R41GE 40A 2/P 8 wpm 2 1 DRYER 30A 2/P 10 5,600 t DtSNUL3SFER 20A VP n 1200 I REFRIGERATOR 20A VP 12 540 1 1 DISPOSAL 20A VP V 540 1 1 WA51-ER 20A I/P r2 1500 2 2 SMALL APPLIANCE 20A VP 12 3000 b b GENERAL LIGHTING 15A I/P 14 6216 I i GARAGE DOOR OPENER 15A UP 14 1500 l 6 PADDLE FANS (bo) 15A VP R 500 SUB -TOTAL (WATTS) 30,5% 1 sL 10000 WATTS AT 100o I00W WATTS REMAINDER 40% 8238 WATTS AC. 3,000 WATTS 3000 WATTS TOTAL 21238-240 WATTS TOTAL LOAD AMPS 88.49 AMPS SERVICE SIZE 150 AMPS Q W Q eW 64 BARE C.W. LOAD TABLE MODEL 1562 QUANTITY EQUIPMENT 5FREAKER CONDUCTOR 0 2 1 RANGE 40A 2/P 8 loom 2 1 DRYER 30A 2/P io 5,600 1 1 DISI VASNER 20A W 12 1200 1 ORATOR 20A UP 12 540 1 1 DISPOSAL 20A I/P 12 540 1 1 WASWR 20A I/P 12 1500 2 2 SMALL APPLIANCE 20A VP 12 3000 6 b GENERAL LICs WG 5A VP 14 5815 I 1 GARAGE DOOR OPENER 15A I/P 14 1" I 6 PADDLE FANS (Ib) A I/P µ500 5UB-TOTAL(WATTS) 301% 1 sl. 10.000 WATTS AT 1009 10.000 WATTS REMAINDER 40% 8152 WATTS AC. 30M WATTS 30M WATTS TOTAL 21152-240 WATTS TOTAL LOAD AMPS 88.13 AMPS SERVICE SIZE 60 AMPS 2 / 0 SER GABLE RANGE 8/3 W09 150 A MLO DRYER 105 W3 PANEL SMALL APP. 12/2 W9 LIGHTING CIR 14/24 W9 TO PPL TRANS I 8` GROUND ROD w g \ / ELECTRICAL- RISER I/./® A 4 WIKE 5ER ICE: 156 r 2" V.TR, 1 112" V.T.R TUB 11/2° 2" 1.C. 2° 3° ULAv (t/2° 1 112" LAV 3' 3' 36 3° 3 2" TUB 36 2" WM. 2" FLUMEBIN6 R15ER 156:2 0 3° NTS COMB. W{V K.S. WRf ICANE ENGINEERING 497) "4-WW Fax f-n ns n P.O. 9°6 /61613 ALTAMOR E 9'P6165, ti RTl6 MOW5 k AM MM PEf 476/9 ELECTRICAL LEGEND 9 VWLEx REC. E GUM FIM M 9 M VOLT REr a,om DBTEcroR 9 WATER PF40M REC. 810FE DETECTOR WALL MMWI w1p GRAM FAULT REC pHow Tmxv m W v, wtcuw REC. 0 mr-TCN Bait FDrco*e(:T FLLOWSCENT FTx 0 FLOOR OVF ET l g g TRACK MOMaswcu a' 3 6k1Y 59TC9 FLOOD LK41T a' 4WAY SWTCN W -40. CELW FTK Pai£R MMON RECEssm LGNT a. DOOR BELL RECESSED LIGRT (VAPOR PRMF) yJ/ CELW. FAN PREURE RECESSED LISM (ETEBAL4 Q AEIT RAVEL ELECTRICAL PLAN OCT 21 SCALE = V4' =r-0• W Jww 0—- (/) JJ VUZ WJ0- W ILL MI W 6 bef F >E Hi13; a a04 L0HitgsFs r Ls s Hill e63 6e br 1+ e ,w11 br. am.. a16 abr. a aaW. Tn u-01 Sheet A4 Of 1' 0600 8800 08 80 Mr G(';:.YiiY Yiriii9•YtiI GYiiirYiidYirii:Yl 1tFG©rMIrY i Gtilf iif•ii ir fr, F'f te' ri F`}lyit r/ i{i{ n; 1I i I1EYii Yiit' ai Ak: C i YrryrYf iii^^JJ W+W ffII Glirijji frrG G KYtI, W FV FW,IWYY{{11''II ttttt7YWiYYiWI!i fi!! i r r r I rjjIJ W l Ii1lert,Yiti t tPi',irI h Y Iri rl,l tef tll itYiit-i{Y i E,IYit, C d6tl66 CEsE6E.6C6 YE C 6.C G L J1J1f((fKG7 jj p!!1GqtigjK;G',H+f!E+11 jr{frI AF 1k'! A!" rC''QIF4I3E 1,01}Jt er I it"GLiiiFflartifri tJYiY''lY} k; 1W+Y Y{r,YYY rGWi1W CCi1l1Y,j} IY it fYi, j r!!y!!y++q++kl!ErgrE''' 0 0 FnnF''8K'E' KJJ(^^,,4''4}} fl`^`{{4rEra4•.}}`.`;;(.( 0 YYYIYiY jj,ffFW'' Wr r r••r,,iirY yyr C jjOrl Yi n Ld t I Q cko OJ - Q J W 3 3 LLJ a4 LL 4 Q r^ V ) = , t cc LLJ > U LLI ry f` 1E`3j/Lt!'''t'•}}j j W jiilj IGiIfL7,I, F t1 iY Y WWW1YY I! [J jIaam< i.° 411Lafis O tit giL1ya1lZ_ rlMi 91 m tr,! CV 3 I- 4AQ Q w n 03 flacconce 111MIUMNook HUE0 EME REMMERS MKca a Fjj aE?? 111120GlIoo COO HOME C AST- RETt, 562 LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L 1 I7-4" 8FI2-IBAT ALLIED LINTEL: A-13 L 2 l'-6' 8FI6-16/IT ALLIED LINTEL: A-5 L 3 4'-6' 8FI6-OBAT ALLIED LINTEL: A-3 L 4 4'-6' 8FI6-OB/1T ALLIED LINTEL: A-3 L 5 l'-6' 8FI6-IBAT ALLIED LINTEL: A-5 L 6 l'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L l 4'-6' 8F16-0B/IT ALLIED LINTEL: A-3 L 8 4'-6' 8Fi6-0B/1T ALLIED LINTEL: A-3 L 9 4'-6' 81=16—OEOT ALLIED LINTEL: A-3 L IO 5'-4" 8F16-OBAT ALLIED LINTEL: A-4 L II 5'-4" 8FIE OBAT ALLIED LINTEL: A-4 L 12 4'-4' 8PF14-OBVIT ALLIED LINTEL: A-3 I n J m t p t.! b J bi x Go049cc,lc,I 111mi" wm1 v rvl r°imI o o ir1 ary 0 rtl il 91 1 ODI y D 1n mmm j a mm 6 i1 b{ 11 11p 1I SION bW ivmi° a;o< a 1i1- it Arai 9- nfi P;D i q p nt3 WnmoUlmrq6o_r4n-1T 1 1 1 1 1 1 i Q 9 yy L' ai u em gga °6® °e o r S°!B i - b a sn wb Lr'- u fan E z is a yp 5 pp - 5 s ISI= a 5 g 5$e 9o2f 1lg gag e 61 12 9 'a-1 gg m gSI A`oP Pe°9 iacY ab Lk 9 <C o J ui iZ _ri91i i d •d a u_ ri1n i11iordrrinii •i ,u r d 1r - VARIES AS PER TABLE 8F16-IB/ IT 8F12-IB/IT 8F8-IB/IT Z. r 8RF14- 0B/ IT 8FIB-OBB/IT LINTEL SECTIONS oW 1" qn m 3e 1999 1300 pp1Im pm 1` 0° 000} 1Q01" m QnI, a mg mnO x a x o° p m 0 3og 0R x m.. m o g$ rti iJ ry iJ n n a m nm Ain l-c cnin cL e apn 111 T 1 If17I 1TT1 1r1a9_9._nmQ 1 1n Q L9 9 RMW AT TOP r F . MI ED WTN GROUT / U • tJNF1LL.ED MIL N REC rD WOffITY OF S REDAR aT t- I- V!' OLFW FBOTrOM OF LINTEL CAVITY Cmm 8FIB— IB/I O Q fT Wm4AL UDT14j OF 9 1p. - GROUT 1401'91tAL FEXIMFIMAR AT TOP 1e Z s REBax AT BOTTOM tl• OF LINTEL C:AVRY 5/H mIDED 14 EMIT w NOMINAL MT" IVAREs) TYPE DESIBNATIDN LINTEL SECTIONS L8 L7 L6 L5 L4 L3 L11 l CAME RING M M- W 00. boX 161513 a SNM45. it 32719 nowAs A M cmR Pq 47019 L1 ` 1562 LINTEL DIAL. 0 T / SCALE:1/ 4"=1/-0" LL a3 4a Ws6EJ g5' i W C7 g; E, 8: s N h i L fay i b-, i dlecileA °'4' • uv mk 01- YZIN sheet A5 of: NOTES: CAST-CRETE SAFE LOAD TABLES MATERIALS L FOR GRAVITY, UPLIFT & LATERAL LOADS I- Ft prlxost Inlets = 3500psi 2 Ft prestressed Inn; = 6000 psi. ft gwt = 3ma psi w/ IIQXa m 3/8•aqq1e te4. CExrretl=_ masonry 1111t5 tLhltl per ASTM 40 v1/ min.,,.net area car essl e stracjth = 1900 psi. 5. Retlar provded in precast Into per ASTn A6fERGO. Field. ebor per ASTM A615 CR40 Or ER50. b presttesssrrq1q swa nd per ASTM A416 crude210lowreruZion. 1. V32 wre per ASTM A510. 8 Mortar per ASTrl CZ10 type M Or S. GENERAL NOTES t. Provide full mortar head and bed joints. Shore Filled lintels as required. 3. Iretollatnon of Intel must ropily with the architecturalcxd/br structural drowngs. 4. Lintels are moni foctured with 5-12' " notches of the ends to accommodate vertical cell reinforcing and grouting. 5 All lintels meet or exceed L/360 vertical deflection. except lintels1"1'-4' ofd longer with o nomnat height OF 8' meet Or exceed V180. b. Bottom Field added rebar tO tie 1¢ated at the bottomoftheIntelcavity. 1r32' diameter "re strrups are welded to the bottom steel For mechanrriI cs'crurage. 8. Cast-n-place concrete -31 be Provded in C0mp05Re Inlet in lieuOFconcretemosrlryunits. 9. Safe load rotax based or, rational design coolysls perACI318OilALiS SAFE LOAD TABLE NOTES I. AI( vokes based on minimum 4' becring. Exc.WK3n: Safe bads for unfilled lintels must be reduced by 20% if beat ng length is less than 6-t2'. Safe loads for all recessed Intels lased an 8' nomiral tgirng. 2. N.R. = Not Rated. 3. Safe loads are total supernposed allowable food on the Section specified. 4. Safe IOads based on grade 40 or grade 60 Field rebor. 5. Additional lateral load coPocitj con be obtomed by the designer t>y providing oddianol +enforced mo5orry above the precast Intel. 6. One #1 rebor may tP substituted for two #5 rebors in 8' tintels only. 1. The de5aper may evaluate concentrated loads From the safe load tables try calculating the moxm-vn resrstrig moment crd shear at d-oway from the face of support. 8. For composite Intel hes not stwwn, use safe lad from next lower height. 9. All safe loads n units a pounds per linear foot. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY LEFlCiTH 7Y 4'-4' (52') PRECAST t4u 3[I53ff.l. 54 492i 5904 6580 i489 1821 am212 1941 941E ca-m 4'-6' (54') PR AST 051 49 2182O 4481 59 6264 1702 3421Z 1941 4416 10818 5'-8" (68) PRECAST 105832 5D2% 2566 3015 358ERj3216212651E581415'-1'{1(3') f'R AST l35 15004 2400 281E335Z Iq3 205112 651E 5497 6411 61-8' (80') PRECAST 822 9pl 611 2933 251E 3zz3. 3512 452290116T12933410061308+'1'1 6101 1'-6' (90"} PR AST 665 l6i 1311 775Z RSB 2451 2944 3439 l64 3T1 2329 361A 5492 6624 5132 9'-8' (116') PR AST 311 420 834 t253 1a11 r342 lu4 188E 535 92a 491 2119 2618 359s 2815 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4Rrn UPLIFT LEfGTIi TYPEr1244 e1 .1 Wff a> a6891E PRECAST 15-8 2413 32Eia 4112 4%1 5525( 52') 9329325R239931O40M48505F}6 PRECAST rsol 231 321 3931 4156 55r{54') 1455 224a 3T% 35M 4643 5453853 68) F'f2 AST 1112 rM Z423 3CM 3689 4925 t 1132 n4i 23si 2918 36a3 423U('} f'R PST n3e n42 2352 2%5 35BI 4R8 9 469 8H6 0799 590 2288 2891 3491 4lU6 80') PRECAST 118 t382 i5a 21442 2513 3111 3642 83a M00 1la 9% i468 R81 2509 Baas 35Fd PRECAST1325 IB16 2280 2"53 3221 nip 9a168Bart1332n6z222526903s 116') F'R AST 533 " 433 806 1123 9443 n O4 1995 Sr 614 s 521 1w9 1369 1728 2a88 2a50 REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR IfRRICANE ENGINEERING 46n7 n4-6 ran (1" 774-64n 1.0. 9a4 161613 AIJA MM SPFMM rl 3n16 Haws A. 4099011 PE/ ins 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY WKIN FYPE BF6-i6 9FlTr0r.31 T-IDY34') F'R AST m 443 l5 9DD4 0412 M936 3E64413 Ti26 9tD4 16412 P436 3'-6' (4Z') PRgAST 234 Gaai 1315 8EM 9441 t5z6 9m4 0412 H9364'-0' 48') PRELPST 2325 24% 4436 54C 63B4 13 26462O 44-8 152E 9004 104-2 11936 4'-6' (54') PRECAST 1651 181 1913 3403 4144 4a% 5b44 2rla 4a21 626 9oDa II 9668 5'-4' (64') PRECAST 1184 223 t3 3 MR 231 zeZb 333E 394E2889505160% 5400 6124 1450 5'-10'(lO'} PRECAST 912 aa 1091 µ14 RMA 2304 721 331 145, 2464 4144 5455 4431 52W 6122 6'-6' (187 PRECAST 93l 1255 210 3z63 2i46 335E 3 II 45851255210133% 52M 634 89'G 6890 l'-6' (t10•) PRECAST 16l 1029 16'15 23BS R94 2434 288E 3333102916152N03531599Er"3 5041 9•-4' (112") PRECAST 5-13 63z 14Fi9 2ro 1482 1%4 2021 16e 1212 180 3459 4033 3n 10'-6'(IZ6') F'RLCAST 456 482 eoz n2s n22 U26 LM 65B 1Q25 r94 2T74 3i30 2404 Il'-4' (136") PRECAST 445 4i8 935 1365 2 5 n93 2ET15 5% 935 P65 fl 2441 355 4044 1T-El'(144'} PRECAST 414 20x 5- 555 864 1254 2211 2832 3590 13'-a•(16ET') PRECAST 362 421 I' I0ZB 1635 1224 w18 aes 148 KM less 2343 2920 14'-O'i168") PRECAST 338 3Bi 648 9R u9O w62 1a81 12W 455 m W3 1335 rr4 ZIS3 2151515 T4•$' n16•) FREs NR, IR Nx MR Nx OR W eR 465 T5 13Y7 2045 2610 3185 3165 IS'-4' (iaa') FRES NR. NZ W in NR. W W IR 420 W6 2513 055 2310 2a(0 3410 rP- 4' (208')PRE5TRESSE N.R. IR IR FR N2 tR NR N2 310 5.0 G MM IWO 2200 2600 R'- 4• (,=)FRESTREN.R Nx r61 1R 1az Nx MR 1R zm 40a 15O OU 2030 21'- 4' (256'1 FREST N.R. 1R Ir2 NfL 610 4 940260 22` 01264'1PP.ESTRES5E NR. VNP 60aO570970R0N. R. rR 416 1510 REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR NOTES: I ALLIED LINTEL TABLE MATERIALS 8 INSTALLATION 1, rebx n precast Intel GR60 per AST" A615 2ebor in pored team (3240 ASTM A615 3. ft for precast lintels =40 4. ft for Field cacsete=3000psi S. corcrete masory units per A5TM C-90 mortar per ASTM C210 t'pe Mor 5 6. colculaLans try: Rchord U Merurlrn. P.E.. Riddle-Newrionn ErgnE!erM Inc. 1. shore all composite lintels 4" OC. 8. all corrpmiW teams colruUted with 165 9. sa n tfelanopaF ds la=bD sedd1rmmnol 8' hearing 4" monium). 10. all loads shown n pounds per linear foot It. For le thes riot listed use next longer length for safe load FIELD REBAR S GR 40 m Q F4, GMil. Wi 1 1 a CONCRETEFILL W Q FIELD FREBAR GR 40 m 1-s/ a^ACTUAL r Y ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8'Xe' UNFILLED 8"x$' FILLED 8'xl2" FILLED 8"XI6' FILLED x20' FILLED 8"x24' FILLED X2$" FILLED x32' FILLED AA2' 10' 6549 6251 10125 I2000 12000 120M 12MO 12000 A-2 36' 3838 3858 5231 8552 11440 12000 12000 121100 A-3 4b• 2081 1914 9361 4616 6186 1269 awl 9924 A-4 5'10' 1128 1080 18U 2483 333E 3913 4631 5350 A-5 1'6' 902 1056 1844 2542 3294 4029 4-M 5522 A-fjj 9'4' 655 636 1112 1534 1994 243E 2902 334E A-1 6 IO' 489483 841 IM 1522 Iasi 2211 2556 A-8 11'4' 502 612 1125 Ism 2002 2455 2931 3389 A-9 1218' 421 488 900 1224 IFi04 1968 2310 2121 A-10 134" 393 419 114 1053 1381 1692 2024 23M A-11 14U' 342 313 69O 938 1233 1510 lam 2091 A-12 1418• 308 334 618 B42 1108 1352 1624 1819 A-13 1'4' r1z 285 4% 611 808 Sae If88 1380 A-14 19'4• 250 395 496 850 1138 Ia08 t698 WA-15 2oTI• 22s 365 4l3 184 1052 1300 I 15M 03 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8"x8" UNFILLED 8"X8' FILLED a"xt2" FILLED 8"XI6" FILLED x20" FILLED 8'x24- FILLED x28" FILLED 8"X32" FILLED LATERALLOAD 8X8 FILLEDA-1 210' 3096 3150 9194 MM 10000 I[X100 10000 1D0W 4408 A-Z 3TY 1895 18-6 5445 loom IEK= HM00 loom 67000 2592 A-3 45• Iola t051 4224 5900 8203 9440 WOO lo0 1415 A-4 510" 515 603 Z380 33t9 4300 5303 616E 1848 T R A-5 11• 345 TU 1421 1918 2552 3514 3551 46M 661 A-F3 1 9'4' 228 252 934 129E 1665 2(159 2s422941 423 A-1; IOS' 185 209 1% 1049 134t t662 2025 234-1 329 A-8 11'4' 303 333 652 9fl II-C 1452119 21328 4 \_ A-g 128' 241 282 US 700 991 1232 1464 1695 A-I0 13'4' 253 253 510 M 892 tK39 1333 1539 A-11 14U' 225 324 413 E62 824 F025 U96 1385 A-12 14'8' 1191 218 442 EM Ti9 955 FIO6 A-13 11'4• KS 253 39 483 605 1551 842 A-14 t9'4' 184 214 308 423 525 651 115 826 tr A-1520U• 114 ZO3 2% 4C15 504 630 6eo 196 e Nx02 s Is a W J Q W U W l W Z J N to r J W 0 F. 1 R@hwk.wdbr, w Sf1Qet A5. 1 ou BLOCKW-s REQUITED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" O.G. REMAINDER TO BE BLOCKED AT cW O.G. OR RAT RIJN_ FASTENtt'1Cs: FASTEN FLOOR SHEATHING TO FRAMING W/ U11TH ad COMP40NS OR Sd HOT DIPPED GALVANIZED NAILS AT THE FOLLOWMCs SPACIt,*: U 6" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING FLOOR FRAMINGA(5WCM a 24" O/G) L BLOCKING is 48" O/C MAX. IN FIR5T THREE FRAMING SPACES 4 %" O.G. THEREFORE FLOOR BRACING AT END.IIALL5 NOTE, F A BLOCKED DIAPHRAGM ZONE IS CALLED FOR ON ROOF PLAN PROVIDE 2x4 BLOCKING . ALL PLYWOOD PANEL EDGES 4 NAILS . 4. OC. FOR BLOCKED DIAPHIRAGM ZONE ad NAILS AT 6` OC. OR 8d NAILS AT 4' OC. OR EOUlALNALENT EQUALNALEM PINl1EMATIC PNEMATIC NAIL AT NAIL AT SUPPORTED EDGES 9 SUPPORTED EDGES AND AND BLOCKING AND 12" O.G. V O-C, FIELD FOR OTHER FIELD FOR SHADED AREA < AREAS OF ROOF OF ROOF .. _.._._ Z/*' OSB SMEATMNNG OR 1/2" CDX TYP. 01 ROOF SHEATHING NAILINGRSNPATERNDETAIL CONK. 2X4 NAIL TO EACH TRUSS MEMBER GHI PEWS 24` O.C. IV* SOLID ROOF TRJSS OSB OR 1/2' CDX 2.4 BLOCKING, . CH FRAMING C EA SIDE ITYPJ INTERIOR CHIMNEY GABLE 101 F'Q" W/ 10-1041 NAILS WALL STUDS 4 MEANDER ROOF FRAMING MEMBER SEE CONNECTOR CHART SCFEDULE FOR. TRUSS STRAPS) 1' 1 an DOUBLE TOP PLATE 1/16' OSB OR CDX EXTERIOR SHEATOW. NAILED W 10d GALV. 4. O.C. EDGES AND IY O:C. FIELD 2x4 P.T. WALL STUD W/ 3) V2' DIA ANCHOR BOLTS TO BLOCK V2" DIA. x 8• ANCHIOR LTS EBOMBED b" MN. INTO FOUNDATION WV 7'x2ScV8' UiASHERS. LOCATED WITMN 6' OF EACH END AND 32. OC, MAX ELBEUtERE OF Q11 4 HEADER STUD 2x4 P.7. BOTTOM PLATE 11` STRAP EVERY OTHER STUID TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS BX5XI6 P.T. 2X6 WV V!' DIAM. 'J" GALL (TYPi BOLTS e TFd155 6' M EMBED. (iYPJ P.T. 2X6 W/ V2' DAIML 'J' BOLTS 48' MAX W/ 6' MIN. EMBED. ITYP DETAIL: TYPICAL JAMB FASTENING 0 OVERHEAD GARAGE DOOR SCALE: N.T.S. OSB SHEATINNG 2.4 GONTtNH10U5 16' O/C @ EA SIDE (TYP) O56 / Q EA SIDE (TYPJORORVZ' CDX SADDLE T PEIU.T.. Zd' O.G. CENT. 2X4 NAIL CRICKET TO EACH TRUSS MEMBER W14 I0d NAILS E CMU WALL ROOF TR1SS N, CHIMNEY DETAIL CONNECTION NTs. SECitON THRU CHIMNEY CHIMNEY DETAILS ICE 1NTERfOR CHIMNEY DETAILS 2111 4ESE REQUIREMENTS APPLY WHEN NDOW/ DOOR MANUFACTURERS FASTENING ETHIOD 15 NOT SPECIFIED. PT IX BUCKS FOR WINDOWS AND DOORS U NAIL W/ JO9 DIA OR HEAVIER POWER NAILS W O/C AND 3' MAX FROM ENDS TYR W/ I' MIN. EMBEDMENT INTO BLOCK 2.1 ALSO ADD 3/i6' DIA SELF TAPPING CONC. ANCHORS TMRI WINDOW DOOR FRAME EIGHT /B) INGMES FROM ENDS MAX AND FORTY (40) NCI4ES MAX ON CENTER W/ r MN. EMBEDMENT INTO BLOCK ATTACH WNDM TO BUCH W/ W SCREW MAX W O/C AND MAX 8' O/C AND MAX 8' O/C FROM ENDS_ PT 1% BUCKS FOR WINDOWS AND DOORS ALTERNATE, U INSTALL 3116' DIAMETER SELF TAPPING CONC. ANCHORS EIGHT (8) NCHES MAX FROM BUDS Alm 24' ON CENTER MAX. W/ (' MIL EMBED. INTO BLOCK FASTEN WIIDOiUvp60R To PT BUCKS WTM W SCREWS 8' O/C MAX AND MAX W FROM ENDS W/ I" MIK EMBED. INTO BUCK TYPICAL BLOCK OPENING DETAIL FOR PT BUCK FA5M* MD 35 PSF RATIN61) WS EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL 2X - TOP PLATE J I ROW OF32X4BLOCKING BASE a CABINET METAL FRAME WALL OF BLOCKINGBETWEENSTUDS U DETAIL TYP. BAR TOP GENERAL NOTES GENERAL : L LIVE LOADS: ROOF: 20per FLOOR: 40per STAIR 40psr 2. WIND SPEED 110.ph Sex. goat. 3. ALL WORK TO BE N ACCORDANCE WITH THE FBMC. 2001 CHAPTER 16. 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. CONCRETE : L ALL WORK TO BE N STRICT ACCORDANCE WITM THE ACI 318 2. MIX DESIGN CRITERIA ALL CONCRETE TYPE I PORTLAND CEMENT, 1A57M C 50) COPRESSIVE STRENCTM . ZB DAYS SMALL BE 25Wps 1 FOR SLABS AND FOOTIN636 AND 3000 psI ELSEM ERE NOW MAXFIM WATER -CEMENT RATIO BY WEIGHT FOLLOWS: SPECIFIED NON -AIR AR COMPRESSIVE ENTRAINED ENTRAINED STRENGTH (pei) CONCRETE C24CRr=7E 2500 061 0-54 3000 058 OA6 SLUMP -SLAB ON GRADE 5' OTHER 5' WATER - POTABLE CHLORIDE - NONE 3_ PROVIDE NORMAL WEIGHTAGGREGATES N COMPLIANCE WITH THE REQUIREMENTS OF A5TM C 33. 4. FIBERMESM FOR SLAB TO BE AT A RATIO OF .15 LBBIYARD. FOUNDATION5 : L FOOTING DESIGN BASED ONMNMUM ALLOWABLE SOIL BEARIY PRESSURE OF 2000per. 2. F FOOTING ELEVATION OCCURS N DISTLWRBMA 9TA13LE OR UNSUITABLE THE ENGINEER SMALL BE NOTIFIED AND NECESSARYADJUSTMENTS BE MADE PER 14I8 INSTRUCTIONS. 3. PREPARATICN OF THE SiBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED N GULTHEGEOTECHMREPORT. SOIL'4. STEPS N WALL FOOTINGS SMALL NOT EXCEED A SLOPE OF lU VERTICAL TO (7) MORIZCWAL. 5. CAUTION SMALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURE$ TO AVOID THE RISK OF DAMAGE TO THE STRUCTUE. MA50NRY : L DESIGN, MATERIAL AND WORQIAN5MIP SMALL BE IN ACCORDANCE UNTI4 THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRICTURES AGI 530/AC1 530J 2. CELLS INDICATED TO BEFILLED SMALL BE GROUTED WTM 3000 pet CONCRETE (8' TO 10• SLUMP) 3. PROVIDE 25' LAP FOR STEEL • ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS. END OF SHEAR WALLS AND TINDER CONCENTRATED LOADS SMALLCONTAINVERTICALRENFORr-W. AND SMALL BE FILLED OT14 CONCRETE. 5. CONCRETE BLOCKS SMALL CONFORM TO ASTM C-50 (28 DAY STRENGTH 7000 pei) (r1R=1500 psi), LAID N RAINING BOND. 6. MORTAR SMALL BE TYPE K 1. ALL KE-BARS SMALL BE GRADE 40 UNLESS UUNlO- WOD : L ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SMALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROGED $ AND REQUIREMENTS OUTLINED N THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CCNSTRUCTIONL 2. T14E WOOD TRUSSES SMALL Be SIZED AND DETAILED TO FITTHE DIMENSIONS AND LOADS INDICATED. ALLDESIGNSMALLBENACCORDANCEWITHALLOWABLEVALUESANDSECTIONPROPERTIESASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN CALCULATIONS SNaNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3. PERMAENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIREDBYTHETRUSSMANUFACTURER, TRUSS MANUFACTURER SMALL PROVIDE STATEMENT THAT BOTTOM CHIOTmOF ROOF TRJSSES ARE BRACED DURING UPLIFT CONDITION- 4. FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES SOUTMERN PINE SURFACES DRY USED AT M% MAX Mt C. GRADE M02 OR SPRUCE PINE FIR SOUTH GRADE NO2 5, PROVIDE GALVANIZED METAL MANGERS AND FRAMING ANCHOR' OF THE SIZE AND TYPE RECOMMEiNDED BY THE MANUFACTURER FOR EACH USE INCLUDING REC"ENDED NAILS. (HOMES CANNECTORS OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTRICTION SMALL BE A MINIMUM OF V2' DIAMETER AND 6" IN LENGTH (ASTM A-30T) WITH MN. I VT DIAI'L 01,45HERUN.O. 1. PROVIDE FRAMING MEMBERS OFSIZES AND OF SPACINGS SHOWN, OR F NOT SAWN, COMPLY WITH LIMITING STUDHEIGHTSCHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 8. ANCHOR AND NALNG AS SAWN. AND TO COMPLY W1TM THE REC.OM7MENDED NAILINGSGHEDLLE FR M THE STANDARD BUILDING CODE, LATEST EDITION. S. ROOF SHEATMING: 1A6' OSB OR 1/2' CDX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS : I. CONTRACTOR SMALL VERIFY ALL FIELD CON$>ITI * AND DIMENSIONS RELATIVE TO SAME. Wl-ERE THEME ARE CANFLIGTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PM684TEP IN THE DRAWINS, SUCH CONDITIONSSHALLBECALLEDTOTHEAC"TECTS ATTENTION AND NECESSARY ADJUSTMENTS MADE PER HIS NSTRUGTIONS. 2. FOR ANCHOR BOLTS USE MU GMES OREaRVA ENT 1A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOCKICs ON ALL 91DES OF THE RIDGE VENTS WTM 8d NAILS AT 4' ON CENTER WRRICANE ENGINEERI peel n.-aeoa our H"+l TG vn eexnlsiaGv+oac'eeo. n twrtis a r•vmw vy W _JJ O W W J 0 0 J>_ W Z W c z C90 CV CD r J W 0 14W L ., 3gsa3a3 ieGk am.. M. a-0- d by ti dleG•G by dm design K- tW. aGwGals: (),-224H 74 S1 Of s t i UPLIFT OF MT516 K 10d NAILS MK 6OF 3A6' FROM TIWSG STRAPS TO PEAT. TAPCRIS TO CM MANFAGTU2ER l5&1GN) EAGFI STRAP) EACH STRAP) 0-131 1 l 4 132-1460 2 l 4 IF AN •A' STRAP is MISPL-ACED OR FORSOT7EN AFTER THE POURPIG OF TI-E LPREL BEAM AT TOP OF C1'A1 WALL TEEN A LIPS d MTSI6 CAN BE W36TITUTED FOR EACH MISSED 'A' STRAP (TYP. U.0I11/ PLEASE SECURE EACH MTS16 STRAP FOLLOUMJC THE ATTACHED TABLE AND ACCORDING TO RE UPLIFT -'440 M FROM THE TRU55 MANIFACTkIRER NSTALL ALL TAPC.OM U 114 1-1/2' MN. EMBED. LNTEL BEAT] W/ (U •5 COW. FIBERGLASS5N94GLE5OVER TRU$5 LAYOU7 'n K•FELT OVER C B \Il T/16' u 2-2X10 UNLE56OTFERIN$E NOTED WOOD TRI155Es ON FLOOR PLAN STRAPPED AS ( lFark qOUT TYPICAL STUCCO 2_ D $ ,p TIESFINISH /ALTERNATE ObaP.T. OVER NO R/S CEDAR FIN15H) (ONE EACH SIDE) WCDROVER2X6 3)8" RG4(. 9ALLN PNE 5(1BFA5CIA QORV!• EXT. GRADE W/ CONT. ALLM DRYWALL VENTED SOFFIT SEE FLR PLAN DBL_ 2X8 HEADER FOR STRAPPUY,. FOR 4'-6' MAX 3 1/2' CCNC SLAB OPENING, DBL." POST UHEADERFORU'-SA PER FLOOR PLAN W,fMEMlES44 OVER 6 MIL. VAPOR BARRIER 3 1/2" Clow- SLAB MAX OPENING O. (v OVER TREATED WOOD POST WiFIBERT7ES" CM UX70D POST y Q lL OHFAr_TED PER FLOOR PLANCd"PACTED FILL PER PLAN FILL W( MONOLITWC WRAPPED W/STUCCO SEE FL PLAN O y. FTC. UU 2 • 5 BARS OR CONC. SLAB FOR POST SIZE FLOOR PLwOR E FLOOR MAN) FOR POST SIZE ; \ GRADE - E Cl 2 • 5 REBARS ELEVATION 4 REAR PORCH POST THICKENED SLAB AT SCP SECTION COVERED PORCH EPP K BEARING PORCH POST ~ MONOLITHIC DETAILS SIMILAR) 0 WOOD TRUSS PROVIDE 20 Ge. GALV. NGFLA6FNFOR TRUS5 TO SIT ON a THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY GROUTING (I) •5 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS ' CONCRESIVE LIMID LPL OR EGUtVALEW •) INTO BOND BENT AND WO THE FOOTING FOR ALL FILLED CELL$ SHORN ON PLANS BUT NOT FLLED N THE FIELD PROVDE 6• MIR EMBED. AND 3/4'7 HOLE NTO BOTH THE BOND BEAM AND THE FOOTR:G 70P OF BCt87 BEAM LBONp BEAM W/ lV 9 CONT. PROVIDE 25• SPLICES ( TYPJ FILLED CELL 8' CM WALL— I) •5 VERTICAL T Ajt: EPDXY GWXIT EVERY OTHM HOLE NTO FOOTING N BEAM W/ 6' MN. NOTE: TAPCOKS SHOULD BE NSTALLED N sTRICT AG(,ORDANCE W64 THE MM7FACTUFMPM RECOM1QaATIONS MS MISSED • A STRAP DETAIL OF FOOTER NOTE: EPDXY GROW SHOULD BE INSTALLED IN STRICT ACCORDANCE OATH THE MAMFACTURER'S RECOMENDATIONS. MSC MISSED F[LLf CELL DE7a[L MIKKICAME ENGINEERING 4 n 774-9M RX (467) 774-44T7 24• 5 AT 48' FORp05T SIZE V.O. 616t61J AL7AM MM R M7t6 7Maw A 4r97an vri 476» 124• or, IPLAN49 PROVIDE ( U - 5 AT 48• 5 OL. VERT. AND 0) U 5 CONT. 2) 51MP50N T522 (2430Lb. max UPLIFT) or BELOW EllPOSTLOCATIONFILL ALL 2) OJGWES W22112 OWOLb. max UPLIFT) or II -I CELLS 25W PSI HEAD JT. AT 48. O.G. G97DER2) SEMCO ADS-2 (3412Lb. max UPLIFT). Q LONG. ALTERNATEHOOKS94 FND. FOR DEEPS L SLOPHG2.4 POST SEE li- BRACE EXTERIOR SIDE OF WALL DORM 8• CtU G GRADE AWAYFROM HOUSE DOUBLE T PLAN FOR QUANTITY PLATE l COMPACTION OFTHISAREAS 8' - 4OiC. — \ 2'-0• 1, 3' L RE6GOK COW. AS .i _.:.:.'i. ALL E'IL2 (TYP) ....: . RiN RETAINING WALL AT PATIO NDTE: BRACE 51DE °F W/1LL DETAIL for (2r-vG SU55VTUTION FOR PATIOS AOL LEAVE C for (011 a Cs1RDER C DWEC MN FOR PAT10 SLAB. LEAVEBp.ACES IN PLACE FOR1 DAYS AFTER 3/4' . r-o' PATIO SLAB 15 POtO'£ D U) J Q W ( A J U W w 0 d- W0Q d UL W fi/at 4. O Z =-Iaae 4rw. p: destglcd by. N 07= etiMr design ch lmd br. aw d.O.' Vt-ZZ- M sheet S2 Of