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108 Willowbay Ridge St - BR04-001890 (PRESERVE @ LK MONROE) (SFR) (A) DOCUMENTS10 J;110'ab ,+ PI. MIT AD S CO'TRACTOR _ ADDRESS PHONE NU!%,IBER PROPERTY OWNS 1DDRESS PI -LONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 ELECTRICAL CON"[F::rcTOR MECHANICAL CONTR-=CrOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION reSe VaCo Lk Mbeire, w o PER, MIT -i oy- I g go DATE h 0-j Dy PERMIT DESCRIPTION &, S / . PERMIT VALUATION I , I k 6 SQUARE FOOTAGE /y O City of Sanford Certificate of Occupancy This is to certify that the building located at 108 Willowbay Ridge St for which permit number 04-1890 was issued and has been completed according to the plans and specifications filed in the permit, to wit a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Odom Engineering: D. Richards Public Works: J. Crumpton Utilities: Richard Blake Fire Department: N/A Zoning: N/A Centex Homes Property Owner 11/18/04 11 /24/04 11/18/04 11/18/04 C)2k' . 11/24 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PRONE #: 11/17/04 108 Willowbay Ridge St. Centex Darren 407-466-9799 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. gineeri ' e Public Works Utilities Fire zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL). CERTIFCATE OF OCCUPANCY QUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE ** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 11/17/04 MAW 108 Will®wbayd e St. Centex Darren 4(I7-466-9799 The building division has prepared a Certificate of occupancyfor fter your above location and is requesting final inspection by your department. inspection, please sign off and date the C. O. or submit attention dd nd if it be s been denied or approved with conditions. Your prompt appreciated. Engineering Fire lic Works Co Zoning — Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 CERTIFCATE OF OCCUPANCY ' I I 1 1 ( 1 LUREQUESTFORFINALINSPECTIONcL NEW SINGLE FAMILY RESIDENCE 1 1 I ! ! DATE: 11/17/04 1 1 1 I , PERMIT #: 04-1890 E ADDRESS: 108 Willowbay Ridge St. ; 4 m CONTRACTOR: Centex CL L% Cr IS PHONE #: Darren 407-466-9799 °' o The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire _ Public Works Zoning tilities ElLicensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 d CITY OF SANFORD 11/18/04 Address Misc. Information Inquiry 14:24:58 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description 248705 22.19.30.502-0000-1540 108 WILLOWBAY RIDGE ST PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information PRESERVE AT LAKE MONROE LOT 154 ************ SW DEV FEE $1700.00 WA DEV FEE $650.00 BP-04-1890 PD 5-11-04 SEE REC #6747 3/4"WA METER SET FEE $190.00 PD 5-11-04 REC#6747 F2 Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancdl FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A -PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME CENTER BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 108 WILLOWBAY RIDGE STREET O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use: Policy Number I Company NAIC Number GI I Y STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 154, 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: GPS (Type): ON' or 0.0#0 NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL 67. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding) 12117CO035 E 4/17/95 4/17/95 X N/A o i u. inuicare «re sourue or uue ease riooa tievauon ttsrt) aata or Dase nooa aeptn entered in bj3. FIS Profile N FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: N NGVD 1929 .NAVD 1988 Other (Desdbe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes N No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* N 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 forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is d'rfferent from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes N No o a) Top of bottom floor (including basement or enclosure) 15. 2 ft.(m)ca o b) Top of next higher floor 24 : 6 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. 8.(m) o 0 o d) Attached garage (top of slab) 14. 9 ft.(m) 0 o e) Lowest elevation of machinery and/or equipment W ca servicing the building (Describe in a Comments area) 14.9 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 13.8 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 14. 0 ft.(m) U) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o I) Total area of all permanent openings (flood vents) In C3.h 0 sq. In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpretthe data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: JAMES J. JILES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 11/ 19/04 (407) 426-7979 FEMA Form 81-31, January 2003 L_ A_.... See reverse side for continuation. Replaces all previous editions i IMPORTANT: In these spaces, coav the corresvondinq information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I f Policy Number f 108 WILLOWBAY RIDGE STREET CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the nerd higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE CK luh il Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local ollicial who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate._ Complete the applicable item(s) and sign below. G1. The information.in Section C Bras taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevaton-information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Iterns G4-G9) is provided for community floodplain management purposes. I G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED I G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _fL(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 FEMA Form 81-31, January 2003 Check here if attachments Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 154, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1"=30' 15 30 FOR THE BENEFIT OF AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 1 -2.4 EXISTING ELEVATION CONCRETE LB LICENSED BUSINESS LS LICENSED SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK 5/W SIDEWALK CP CONCRETE PAC CS CONCRETE SLAB - C CHORD LENG1-1 PK PARKER KALON R RADIUS POC. POINT OF CURVE FND NAIL AND DISC - LB #68_(05/21/04) FND 1/2" IRON ROD AND CAP LB #6393 (05/21/04) - CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE - - L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES PONT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER - CBW CONCRETE BLOCK WALL RP RADIUS POINT - OHU OVERHEAD UTILITY LINE AMENDED PLAT p RIBAUT FOREST 6 J P.B. 7 / PG. 11,,( Ci Psi I v I I I I L I1I 1 J O 1 O I 1 I I 1 I I I I 1 I 1 I I I p I I I I I 1 I I JI1 1 1tI I I 1 I 1 I I t I 400 CREENED*.ENCLCSED,;-'.F:: - PooLaREA::'::::.'..:.:..::,. x LOT 153 LOT 155 5.0'' IU 40.0- 5.0' LIJ OO a d- TWO STORY CONCRETE BLOCK 1 & WOOD FRAME pq 00In FINSHDENCEFLOOR ELEVATION=15.22' z ID IDENTIFICATION PCL POINT ON LINO O A=2 45'O8" PCC POINT OF COMPOUND CURVE PUB PONT ON BOUNDARY L= 48.03'- R=1000.00' CB=N55°45'45"W NOTE: C=48.03' 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 11-18-04, 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. NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M. A. AGENT FOR VERIFICATION. - ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 154 BEING N89'52'41"E PER PLAT. FIELD DATE:) 05-19-04 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ FINAL 11-18-04 CKB JOB NO. ASM39766 FORMBOARD 06-21-04 VH LOT PLAN 3/23/04 SDO DRAWN. BY: LOT FIT 12-30-02 CKB WALK IS a 0.3' OFF 5.0. - 14.0' c, oC:, . RED' ,"' w ENTRY'::: ..-. N N , o w I 17I 20.0' I ol - 3' C W CONCRETE.`,- w I L;DRIVEWAY; I QI o N I IIni, 10' UTILITY:EASEM NT;I:. INK Y2 32 I A— T--- - — -- PC CENTERLINE -OF II G=14'C4'43" S RIGHT-OF-WAY 1 L=239.58' R=975.00' CB=N61'25'32"W C=238.97' WILLOWBAY RIDGE STREET 50' RIGHT-OF-WAY 1030 NORTH ORLANDO AVENUE, SUITE WINTER PARK , FLORIDA 32789 (407) 426-7979 N54°23'11 "W 1.98' 9 WALK IS 0.3' OFF 1PT it"E 181.64'. ` SURVEY, SUBJ'P TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM ;T,ECHNICAI: STANDARDS" SET,FORTH BY THE FLORYDA..EOA.RO `OF PROFESSIONAL SURVEYORS AND MAPRFRS IN CHAPTER 61G17 6,AOR04 ADMINISTRA?IV'E CODE PURSIJA.NT `TG CHAP, TCR 471.6Z3 FLORIDA STAT1'1TESF y f rr ,lj2z/p d FOR THE FIRM JAMES JAY JILES PSM #4997 DATE t t ,f; 'r{ y,K' t { Job Atldfess: ilifork, Watie't. f°e r+ai: Type,- ea I;tsilsli Fig -tasj al laar a rtr ±rtt fiPtl er/fizl rixiisi3eevSet -vice — 34 of APAPS € itio,l/ 3t$tftSa n C'hahge d S€ k* Ierrr Ate' Itnnfi n 1 Residential Doti- esid itial pleph.- tn1 New (Varga Lzforta & --1:-9-1) `atl o- . F'in iI _/ New Cclmmcrcisils # of Fi awes aa >rN&te3 Lls %arez Lis ;;z of Ckw, Liots, litttlhitiryteside®tint: # of W t Clos& f'iatttl in;r— _ace ial ot:'#Esal OcgLlpancy Type: Presidential Co'tiirfxr6iai Ixidtist7iO T'Wtdi 21m re Ftiotage: C4114trutt on Tye: r of stories:' of Liyweiliag' darts: rij" i Utie:' (FiElb1A foster Few 'Pt e:d fire Pareel ?>' O-rrners Marne' c Address: ` 7— Contractor Name c& Addre s: _A Attach Pree£ of fA'r:alePship 41 LTK-aR Deserip rheas) Phone: l l 9L-001 d RCF I MS 'aft Li£ense '•grnber:W RUM Phone c& Faa: _ l.iiV"1171 I Ar A %'T 114T AA /`} ' V • r ?.. C+f > Bonding, Company' Address' Mortgage Lender: -- Address: Architec Engineer Phone: z - Fa~ - - Application is hereby trade to obtain a permit to do the erork and installations as indicated. 1 sertit`y that no vlork or installation has eon-MICSIced prior iu the,, of a petrLit and that all work will b- p-C-1forurA to rrieti standards of all laitrs atgeilating emst'86on in this jurisdiction. 1 undentand tilaf a separate permit must be secured for ELECTRICAL (WORK, PLUZ+IB94G, SIGNI, WFL U, POOI 5;. F-iJ%dSACPe, BOILERS, HEATERS, TfitydlcI, and AIR CONDITIONERS, etc. . OWNER'S, AFFIDAV TT : I cet tify that all of the foregoing, infoi t oii is ascumte and that all work *411 be construisnon and i-ooning, WARMING TOO R: YOUR FAILUTRE TO RRCOP s , A NO 1ICE OF CSj)A TWICE FOP. IMPROVP-mENI T5 TO FOUR PROPEFrTY- r /OiJ >t9 I islD TO Ole T A1N FiWA11Cit 7G; ATTORNEY BEFORE RECORDING -YOUR NOTICE OF C0&IiV1ENCEvIEIQT. NOTICE: In addition to the requirements of this permit, there :my be additional restrictions applie me to this count),, and there may be additional permits required ,`ron other governmental entities su(- bva",V, Acceptance of permit is verif eaiion that 1 %611 notify the -mer of the property of the Signature ofOwner/Agent t Owner/Agent's Name Signature of Notary -State of Florida Otvner/Agent is _ Personalh 'Kno,vn to Me or Produced ID APPLICAi ION APPROVED OY:1Bldg - Conditions; Initial &' Datc) altance wt all applical- lc I w: r({ ,d: 6ng NT IMAY ESULi R,,i Y 01 ))', )'/ LdG WIFE] YOUR LENDER CA Aj l pro jt That y be found in the pulirivcords of ent di `cu, stat agencir..,, tdctt n f eLencies. Lien . W-, fS`913: UC 1 1 Z004 Date ature of Conc-2ctor/Agent Date ROBERT G. DELLO RUSSO P Contractor j A-e 1, Name: AUG 1 1 2004 Date Signature of i\o_:-y-State of Flonda'` Date Coniractor/Aee-.::i Personals' Known to Me. or Produce` :D Zoning:. Lt%'::cs: FD: _ Initial & Date) (Initial X W(e) (tnliia. D MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 Bonded Thru Notary Public Underwriters CITY OF SANFORD PERMIT APPLICATION Permit # : _ t g Date: Job Address: 101 WiTcw 10 y SCrt le 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 Water Closets `1 Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: _ e tip 40mc .s Phone: Contractor Name&Address: K-1-fK(aA-( f / e %FE f Sf n rc- F%, ,j2? L tr- State License Number: Phone & Fax: 020 ? —s/ r9- J-7gZ Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to 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 A.N 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[ will notify the owner of the property of the req re CofHorida Lien Law, F 3. Signature of Owner/Agent Date S' nature of Contractor/Agent Date Print Owner/Agent's Name XP ' t Contractor/Agent's t Signature of Notary -State of Florida Date Signs re,`oflVotary-SLE GRAVE Date 1 MY COMMISSION # DD 164280 9l EXPIRES: November 12, 2006 e ^ loe, Bonded Thru Budge No Servi Owner/Agent is _ Personally Known to Me or Contractor'f gent is Pe_ nail isc a or / k Produced ID Produced lDCl 0G S v APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) COUNTY OF S[MINOLE r IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD It STATEMENT NUMBER 104-76053 DATE: 2 ' Bi`LDINQ PERMITL 7 /0-7 UNIT ADDRESS,. ------------------------------ lit; AA TRAFFIC YONEu TWH PLAT BOOP PLAT BOOK PAC.N--.:N 131-cic"'KN L.C. OWN[R NAME: / ADDRESS: -_ --- APPLICANT NAM ,/-/_-__--_-__._---- L^D USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE F E UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DEGC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NQRTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT BUE 2,285.00 3TATEMENT ' RECEIVED BY: _ SIGNATURE PLEASE PRINT'NAM[) 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 DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CA1.CULATIO4S OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE 1:*-.'.EQUI1,'EMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED ijP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. F YMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3()0 NORTH PARK AVENUE SANFORD. FL 32771 pAYMENT SH8ULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE . THE STATEMENT NUMBER AND CITY BUILDIN9 PERMIT NUMBER AT THE TOP ` LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT********* CA T, YCOUNTYOFSEMINOLECr // /.\ L/ IMPACT FEE STATEMENT ItISSUEDBYCITYOFSANFORD ' STATEMENT NUMBER 104-76053 BATE: Y UNIT ADDRESS OWNER NAME:i APPLICANT NAME - LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UHIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,205.00 3TATEMENT ' RECEIVED BY: /b SIGNATURE PLEASEPRINT'NAME) DAT ..... .... - 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 DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF 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 AVENUE SANFORD. FL 32771 pAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE Tur QrArrMPur u//mnFP Awn cTTv AmDTNq PFRMIT NUMBER AT THE TOP LEFT OF THE THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*K* SINGLE FAMILY BUILDING PERMIT*********** ***** ON This Instrument Prepared By: NAME:. Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No, 0 y - / k/' 50 NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE am It qmt Ism r , 33( f EAR a CLERit OF CIRCUIT COURT INU COUM BK 05 °4 3 FOG 1 550 RECWM@ai`9I 81%46t2o6= RMMIM FEES & RECEDED BY t holden THE UN13ERSIGNED 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 ZEj PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A CERTIFIED CON MARYANNE Mt3 OLEE,RK OF CIRCUIT COufm OLE ,; i 2 9 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE. 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) Debra A. Rig s OFFICE MANAGER FOR CBNTBX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 72714 - THE FOREGOING INSTRUMBNT WAS ACKNOWLBDGED'BEFORE &M THIS BY DEBRA A RIGGS., OFFICE MANAGER CENTEX REAL ESTATE. CORPORATION, A NEVADA CORPORATION n/Ve 2728 HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. NOTARY :PUBLIC nnmra..ao......ounnneronrnnrsJACKIECAINES Comm# DD0252902 Expires 1/21/2008 P Bonded thru (800)432.d254' aA` : m+w Florida Nda Assn Inc r........................r.:'br...........6 CEN TEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for JacX.e 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 iAC2 PATRICK J. KN CGC049689 STATE OF FLORIDA LOT -148 COUNTY OF SEMINOLE The foregoit ent was acknowledged before me this WRYfiwbyPatrickJ. Knight,.Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. b...... KIMBERLYA.9ROWP! ift COMMISSION # DD 098590 NOTARYPUBLIC `w o EXPIRES: March 29, 2004 pF ; 4•' Bonded TRru Notary Public Underwriters Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 PARCEL DETAIL j Back a. t-A x$9fS3rJ$" t suit I w 1lot K, pirstsf. sa"faird tl. 121- e 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- S3-SANFORD WATERFRONT Parcel Id: Tax District: Number of Buildings: 0 1540 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $26,000 City,State,ZlpCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 108 WILLOWBAY RIDGE ST SANFORD 32771 JusVMarket Value: $26,000 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $13.680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 154 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 26,000.00 $26,000 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.orglplslweblre_web.seminole_county_title?PARCEL=2219305020000l ... 3/22/2004 3 City of Sanford Building Division Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating 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: Zhi1. Garages/Carports 77 1 sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq_ ft. 4. Conditioned Stricture /s sq. ft. 5. Total Gross Area sq. ft. 3. Three (3) sets of completed Florida Energy Code Forms. 4_ Soil analysis and/or soil compaction report_ If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval xvhen public water supply and/or sewer system connection to be made- b. Septic tank permit issued by Seminole County Health Dept- C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement- C. Property ownership verification. f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner, if electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date Owner/Agent Signature A CITY OF SANFORD PERMIT APPLICATION Permit # : I A. Date: APRI Job Address: Description of Work: C/V( O// N STRUCT CONC E BLOC SIG FAMILY DWELLI—NjG p HistoricDistrict: Zoning: Value of Work: $ oS, X , • QU Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Reside ial or Commercial Occupancy Type: Residential I --'-Commercial Industrial Total Square Footage: G d / Construction Type: # of Stories: 2— # of Dwelling Units: / Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— /,,*)tr O (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES,"385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name & Address: PATR I C K J Phone & Fax: 4U/—bbl—•L1/b/001— Bonding Company: NA AS ABOVE). umber: CG C049689 NES 407-467-2643 Address: Mortgage Lender: NA APR 0 2 2004 Address: Architect/ Engineer: HURRICANE ENGINEERING` Phone: 407-774-9003 Address: ` 7 'kjjh]16 Fax: 407-774-8477 a Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. MAR 2 2 2004 Signature of Owner/Agent Date Signature of ContractoVAW Date PAT KNIGHT C Print Owner/Agent's Name rm Contractor/Agent's Name MWAR 2 2 2004 Signature of Notary -State of Florida Date Si nature of Lary -State of na Date Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date Special Conditions: Contractor/ Agent is XX Personally Known to Me or Produced ID Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) t YP•. KIMBERLYA. BROWN PAY COMMISSION N DD 098590 EXPIRES: March 29 9F ' Bonded Thr 2004 u Notary Public Underwriters 5 7 3, 5D Job Address: i CITY OF SANFORD PERMIT APPLICATION Date: { k1 +. Lot#: 1 N Description of work: New Single Family. Residence Historic District; ; __ Zoning: Value of Work: S Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS = Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water &Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial. Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than \) Parcel #: __ (Attach Proof of Ownership & Legal Description) owners Name & :Address: CentexHomes 385 Doudas Avenue, Suite 2000 Altamonte Springs, FL32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue Orlando, Florida 32806 State License Number: EC0002494 Phone &'Fav Fax 407-851-1226 Contact Person: John Findlay. Phone: 407-$51-1220 Bonding Company: Address: N'lortgage Lender: Address: Architect/Engineer: Phone: address: Fax: Application is hereby made to obtain'a permit to do the work and installations as indicated, I certify that no work or installation has commenced prior to the issuance 01 a permit and that all work will be performed to meet standards of all laws regulating construction; in thisjurisdiction. I understand that a separate permit must he secured for FLECiRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS etc. OWNERS .yFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws rCQulatiM' construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE 017 COMMENCEMENT MAY RESULT IN YOUR PAYING 'I `1'IC I: FOR IMPROVEMENTS TO YOUR PROPl-RTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI.1'11 YOUR LENDER OR AN A FTORNLY 13E1-ORE 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„ count. 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 notily the owner of the property of the re Signature of Owner/Agent Date Charles W. Cannon Print Ors ner/Agent's Name Print Contractor/Agent's Name Sien uure ofNomi-y-State of Florida Date ignature ofNotary-State of Florida Date wiry,y.amutq.s'weW'¢nH<.4'+ti R•..ae yru P I Q U nei \gent is Personally Known to Me or Contractor/Agent is Person ll,,W1114, vt`"tssi ita ; L'i 1g2t5 Produced ID Produced iDZ-,EVFi0Q EKpt>?Es:P ad ist,2Gt5 9-=s ARY Etta rys-ru? s z ,ors z PPL.ICATLON APPROVED BY: Bldg:Zoning: Utilities: FD: Initial.& Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: CITY OF SANFORDPERMIT APPLICATION Permit : \ Date:' Job Address: ( L. Description of Work: l p f Historic District: Zoning: Value of Work: $_3•'1 Permit Type: 'Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of. AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential_ ,Commercial Industrial`` Total SquareFoofage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: - 5 -0061- 1 S / 10 (Attach Proof of'Ownership & Legal Description) Owners Name.& Address: ' . Ue i Phone:, - Contractor Name &Address: 19 e e80 . PoLs tat Lt cJ,se b Phone & Fax:14 1 Contact Person: /L p 7 eQhrN Phone:', E Bonding Company: t __ Address: — - A Mortgage Lender: Address: i Architect/Engineer:ho - j Y Address: 1y tea I Application_ is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work orinstallation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate, permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, 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 Eawr regulating constructionandzoning. 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 ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 thiscounty, and there may be additi al permits required from other governmental entities such a±anagemen districts, state agencies, or federal agencies. Acceptance of perm t i ific t n that I will notify the owner of the property of the requiremenLi aw, FS 713. Sign ur O r/ gent Date Signa ct r/A t : Date Print Own r/A gents e Name t g Print Co tractor/Agent's Signature of Notary -State of Florida Date Signature of No ry-State of Florida ate Eric Heileson jjwa4 Eric: Heileson ' • My Commission DD317772 MY Commission DD317772 Expires July 09. 2008 Owner/Agent is Personally Knov r Contractor/Agent is Personally Known to Ivi e.or ProducedID °F July 09, 2008 _produced ID i APPLICATION APPROVED BY: Bid UN UN7 Zoning.:FD: Utilities: _ Initial & Date) (Initial & Date)' (Initial & Date) (Initial & Date) Special Conditions: 00 CITY OF SANFORD PERMIT APPLICATION Permit # : Job Address: Description o Historic Disti 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 Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential )— Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Or " J 30-5 p; QT_15q-6 (Attach Proof of Ownership & Legal Description) Owners Name & Address: ` e f.,Phone: 6/a/ Contractor Name & Address: e P.O. Statue License Number: CDCSOO I _ Phone & Fax: %" Contact Person: / 1tiO/23.y) Phone: t%,0'7-ps]-85/Q Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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 maybe addition permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit s v ri ati at I will notify the owner of the property, of the requiremen lorida Lien La 713. 3-Use 8- - y. Signatu. of ner/Ag t Date Signature of Contractor/Agent Date Gil A0 Print Owy¢r/Agent's a Print Co tractor/Agent' ame G Signature of Notary -State of Florida Date Signature of Notary- Z,, fFa Date 40 a Eric Heilesond" Eric Heileson My Commission DD317772 ' p • My COMMISSW DD317772 Owner/Agent is VPersonally Known r Expires July 09, 2008 Contractor/Agent isy Known r Expires July 09, 2008ProducedID _ Produced ID APPLICATION APPROVED BY: Bld; ESG 'D 0 y Zoning: Utilities: Initial & Date) (Initial & Date) Special Conditions: Initial & Date) FD: Initial & Date) LIMITED POWER OF ATTORNEY S-3-0( DATE I hereby name and appoint ALLISON GREGORY Of PERMITS PLUS to be my lawful attorney r me and apply to COO iO FO . for Infactt• act for pp y a & f) ot) P permit for work to be performed at a location described as: LOT SUBDIVISION ENTEX HOMES 385 DOUGLAS AVE ALTAMONTE' SP 327 OWNER OF PROPERTY AND. ADDRESS) and to sign my name and do all things necessary to this appointment. 4ETTI L. GREGORY CPC05691 Type or print q We of ertified Contractor SighatiYre of Ce fi d %ntractor Acknowledged: Sworn to and subscribed before me this Day of A.D. 200 Notary Public, State of Florida SEAL Signature My Commission Expires Date Eric Heileson My Commission DD317772 W Expires July 09, 2008 RESIDENTIAL SWIMMING .,POOL, SPA, AND HOT TUB SAFETY ACT NOTICE `OF REQUIREMENTS I, I L, CAF—a contractor license #C s ` nd contractor print name) I (we)—i j tTtA—h6u V -14 acknowledge that a please punt name(s),ofhomeowners) new swimming ol, spa, and/or hot tub will be. constructed . or installed at lease rent full le 1 address including house number, L ( P print g g r, street,'and cit address).. and hereby affirm that one of. the following methods will beused to meet the requirements of Chapter 515, Florida Statutes. Co ctor an eowner, please initial the method(s) to be used for the pool, pa, and/or hot tub.) . The pool will be isolated from access to the home by an enclosure. the t ool barrier requirements of 'Florida. Statute 515.29 and shall meet the g requirements of the 1997 Edition of the Standard Swimming Pool Code, Section 315'. The pool will be equipped with an approved safety pool cover that complies with ASTM F1346.91 (Standard Performance Specifications for Safety Pool Covers for Swimming Pool, Spa, and Hot Tubs.) i All doors and windows providing direct access from the home to the pool will be equipped with an exit, alarm that. has a minimum sound pressure rating of 85. decibels at 10 feet. and shall meet the requirements of the 1997 Edition of the Standard Swimming Pool Code, Section 315.2.1.9 (1). All door providing direct access from the. home to the pool will be equipped with self -closing, self -latching devices with release mechanisms placed no lower than 54 inches above the floor or deck, and shall meet the requirements of the Standard Swimming Pool Code, Section 315.2.1,9-(2)r I understand that not having one of the above installed at the time of fmal inspection, or l when the pool is completed for contract purposes, will constitute a violation of Chapter 515.F.S. and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $500.00 and/or up to 60 days in jail .as established' in Chapter 775 S. d will'result in disapproval of final Pi RE iAHOMEi CO C O S SI 4SS IAT RE DATE ?S 3— by HOME OWNERS NAME, (please print) „ RESIDENTIAL SWIMMING POOL, SPA, AND HOT TUB SAFETY ACT NOTICE OF REQUIREMENTS 1, l <I_AtsJM L contractor license # YWYd contractor print name) I (we) '' "`' , 6acknowledge that a please print name(s) of homeowners) new swimming ol, spa, and/or hot tub will be constructed or installed at please print full leg 1 address including house number, street, and cit address) and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. Co ctor an eowner, please initial the method(s) to be used for the pool, spa, and/or hot tub.) m The pool will be isolated from access to the home by an enclosure the t ool barrier requirements of Florida Statute 515.29 and shall meet the requirements of the 1997 Edition of the Standard Swimming Pool Code, Section 315. The pool will be equipped with an approved safety pool cover that complies with ASTM FI346.91 (Standard Performance Specifications for Safety Pool Covers for Swimming Pool, Spa, and Hot Tubs.) All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet and shall meet the requirements of the 1997 Edition of the Standard Swimming Pool Code, Section 315.2.1.9 (1). All door providing direct access from the home to the pool will be equipped with self -closing, self -latching devices with release mechanisms placed no lower than 54 inches above the floor or deck, and shall meet the requirements of the Standard Swimming Pool Code, Section 315.2.1.9 (2). I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515. F.S. and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $500.00 and/or up to 60 days in jail as established in Chapter 775 . S. d will'result in disapproval of final inspe ti CO COS SI RE HOME 4NSAT RE DATE ' 2 ( i_'3--Q HOME OWNERS .NAME (please print) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL r ILVVMA Back > 1 Seminde Count i x O fI't I lplois r I la] B. lore' St. Samford hL 32771 40 7fiA5-7 94% e. - i GENERAL 2004 WORKING VALUE SUMMARY Value Method: Market S3-SANFORD Parcel Id: 0000-1540 Tax District: WATERFRONT 0000 Number of Buildings: 0 1540 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Land Value (Market): $26,000 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $26,000 Property Address: 108 WILLOWBAY RIDGE ST SANFORD 32771 Assessed Value (SOH): $26,000 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vaclimp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 154 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 26,000.00 $26,000 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole county title? parcel=22193050200001540... 7/31/2004 NOTICE OF COMMENCEMENT State of Florida County of Seminole rmit No. Tax Folio No. (PID) _ e undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 3, Florida Statutes, the following information is provided in this Notice of Commencement. ASCRIPTION OF PROPERTY (Legal description of the property and street address) NERAL DESCRIPTION OF IMPROVEMENT swimming Po.ol MARYANNE R tF CIRWIT CM SEMINOLE< COWY OtA 1 ,& Pb 1, °. CLEWS # 55 RECI)RDING. FEES MN JVNER INFORMikTION RECORDED BY L McKinley me and address. l.,'eJ1 r ''ft Soh _ se it i a i erest in property (Fee Simple, Partnefft, efc.) Owner/builder III CERTIFIED DOPIj1.ME AND ADDRESS OF FEE SIMPLE TITLEHOLDER .(IF OTHER THAN OWNER) j aggK OF r`I UIT NTRACTOR ti me and address ee,JA1e4h eer A. c Aonl_,% 4_An Q 62004 IRETY (Bonding Company) me and address nount of Bond DOCUMENT PREPARED BY: NDER K.i., "6000zy 31S" D acmes A1W me and address dlf mpn4e kforfn r L 3a7lq sons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided Section 713.13(1)(a)7., Florida Statutes: me and address lddition to himself, Owner designates of to receive a copy of the Lienor's Notice as vided in Section 713.13(l)(b), Florida Statutes. piration Date of Notice of Commencement e Ie expiration date is.1 year from date of recording unless a orn to and subscribed before me this Day of My Commission Expires: tary Public g g instrument was acknowledged before me this day of boreoins name of person acknowled 5,who is personally known to or who has produced (type of identification as iMen 1a ion i who did / did not take an oath> cam: Vacuum u , MODEL qy7 A 2000 Adjustment Screw N otiir° Safety Vacuum Release System SVRS) Avon Vent IT M HUI r PLANS R CITY OF Screen Lockout/ Release Mechanism MANUI:7ACTUH.D BY VACAL RTW INDUSTRIES,9• U; FORT PIERCE, FLOR10A www.vac-atert.com Vac -Alert"' Model VA-2000 SVR5 Unit Ileacts in Less Than A Second TO Quickly Releaso Dangerous Purnp SLICU01`1 Vacuum A Totally Mechanical, Non -Electric Safety ystem, The VA-2000 SVRS is Far:,y To Instrall, Ardjust. A'ncl Test. Vac•Aleit's Fail Safe Design Ici Manufactured With Only Engineered Plastics Anti Type 316 Stainless Steel ror Long -Life Arid Reliable Service. The VA-2000 SVRS Provides A Critical Surge - I Lager'Of Protection Aga inpt Sody Or l..imbSuppressor I Drain Suction Entrapment, Tests Condtucted, By Independent, Third Party Laboratory Demonstrate That Vac -Alert's Model VA-201. 0 Meet.-, Or Exceeds The Performance Requirements Set By IAPAII0 ICC 160-2002 For Suction Lif? rA%pplicatlons. l The VA-2000 SVRS 1s Backed Sy A 3-Y.aar 4 ct,ockVaive Limited Manl.ufaclurer's Warr-anty. mono" FOR SAI..FS AND SERVIOE CONTACT: Vac-Alert"U. of Florida Tel: (661) 746.3334 Fax: (561) 7'46-9330 Post Utficn BOX 12409, JUPItl?r, F. S20468-1300 0 d 'ON XH WH h so oM sx ? -Jfl'd TO 1 An'() uARAbt K1bH I 25'0 s 2'6 2'6 21'0 BRIDG 20 2'0 2'6 -2b 8'0- 3'6 9'B 2'0- 2'8 20 610 6'6 6'6 8'6 LAKE MONROE 2'6-2' b 9'6 2'6-q2'o 6 2V 210 2'0jI SR 46 2!6 2'0 4'0 2V 10'6 3'6 Deep end LADDER 0OLMaxW15MaxL30SITETree/stump removal OTY 0 pth 3 to 8 to 0 Fence removed by NONE HANDRAIL D GRA13RAIL 0 ea 394 sf Cap. 16,263 gall. Fence replaced by NONE Waterline TILE, std/upgrd STD rim. 80 ft P&Spa per. It Concrete removed 0 sf TILE: STONE ST-1 BY: LAUD. VIMOUT ., (total length) 5 ft Sawcut, concrete, length 0 ft Trim TILE, type NONE Qty/R 0 rep end LOVESEAT `0 it Engineering/shoring 0 ft .Border type ft callow end LOVESEAT 0 It A -Frame 0 12 out 0 All out Pool LIGHT 300 Watts 12 Volts EP length, total 0 It DIG TYPE DIG & SHUTTLE HAUL Extra POOL LIGHTS 0 Qty iised BOND BM FT 6" 0 DOOR ALARMS 0 AMT Pool INTERIOR finish SUNSTONE 12" 0 18" 0 24" 0 POOL ALARMS 0 AMT INTERIOR color SUNSTONE-BLUEM1s PREFILTER water NONE rHER ITEMS: NOTE: DECK COLOR TO BE LIGHT GREY NOTE: TILE SELECTION TO BE STONE ST-1 NOTE: POOL INTERIOR TO BE SUNSTONE BLUE MIST _ NOTE: PARAMOUNT PV31N FLOOR CLEANINF SYSTEM INCLUDED FILTER type DE 34 size 36 sf CLEANER PARAMOUNT PV3 INLINE chlorinator YES PUMP/motor HP 1.6 Type CLEANER stub out only NO AUTO sanitizer NONE Extra pump/mtr HP 0 Type INFLOOR SYSTEM YES HEATER NONE POOL RETURNS 0 AMT FLOOR hds 9 Other hds 6 HEATER type NIA SKIMMERS 1 PLUMB. run it 25 THERAPYjets 0 SPRAY jets 0 SIZE NIA Dual therm. NO OTHER: WATERFALL NONE AQUALINK NONE - SIZE SEE DETAIL SPA remote NO ITD electric YES EXTRA lights 0 TYPE ACRYLIC AREA 608 SPA size sf 0 PERIM cant 0 LOWER NO HEATER NO COLOR. LIGHT GREY DAM wall length It 0 Width 0 tEM light sw NO EXTRA pump 0 TOP patio sf 0 PREP patio 0 BLOWER hp 0 LIGHT 0 0 kQUA LINK NO SPA remote NO TOP type ACRYLIC 0 SPA JETS . 0 RET lines 0 AUTO sanit NO Remote stand NO CANTILEVER 84 ACR band 0 SPA raised 0 AIR switch NO ERV upgrd NO FIBEROPTICS NO BAND width " 0 Color . 0 GLASS BLK 0 SF 0 QTY THER: FOOTERS ft - 0 D O DRAIN 40 BOOSTER PUMP 0 HP RISER type NONE 0 ft SPILLWAY spa model 0 CONCRETE PUMP YES 608 SF SPILLWAY spa COLOR GREEN BY: ACTION SHORT load NO RET wall NO GRAB RAIL 0 QTY HIED FENCE BY: TURNDOWN deck 24%ft 0 OTHER: ENCEBY: 12"-ft 0 18"-ft 0 PLANTER FORMING 28 ft z. n jr DECK CONCRETE WITH FIBERMESH REINFORCING. 385 DOUGLAS AVE LTAMONTE SPRINGS FL 32714 Construction Tel (407) 661-2192 AX NUMBER (407) 661-9091 Owner's Name CENTEX HOMES (GUZMA"ALENTIN) H Tel 407-661-2147 Job Address 108 WILLOWSAY RIDGE STREET W Tel 0 Job City SANFORD FI Zip 32711 Fax '0 Legal Lot # 164 Subdivision PRESERVE @ LAKE MONROE Block/Phase 0 Plat Book . 62 Page 12-16 bounty SEMINOLE Designer KEN GREGORY Drawn b KG Chkd Date Sold 1/0/1900 IScale 1/8" m 1"-0" i PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 154, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" = 30, GRAPHIC SCALE 0 15 30 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE j-11-24 EXISTING ELEVATION 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 QFND NAIL.AND DISCLB #68 (05/21/04) FND 1/2-IRON ROD AND CAP LB #6393 (05/21/04) CNA CORNER NOT ACCESSIBLE 6 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 OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE' POO POINT ON BOUNDARY NOTE: 1. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 05-21-04, UNLESS OTHERWISE SHOWN. 2. 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. 3. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 4. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. ALL INTERIOR DIMENSIONS WERE VERIFIED IN THE FIELD AND SHOWN UPON THIS DRAWING. 6. THIS IS AN AS -BUILT SURVEY DELINEATING CONSTRUCTED IMPROVEMENTS ONLY AND COMPLIES WITH SECTION 61C17-6.005 OF THE FLORIDA ADMINISTRATIVE CODE FOR AN AS -BUILT SURVEY. LOT 155 AMENDED PLAT RIBAUT FOREST P.B. 7 PG. 11,,E I o VO II l I I , I , Lr' 1 I u , I I I iI I I I (Ik 1 D' 1 vo0y9 SQ I ,0• , I i I , I III 1 , I I I , 1 , I , I 1 I I I JI I I I I , I I , 1 I I 0 LOT 153 F r oO ozd o u w s J w Oda 0 w n w 00jLznrn) FORMBOARD FOUNDATION Lfl a CO zaI 70P Of FORMS b J/Z o vT- EIEVATI0Ne15.16' j zz Za V) i 5.0'. 0' 14.0' c 1O A=2'45'08" L=48.03' R=1000.00' CB=N55'45'45"W C=48.03' z I K u o I a I 1 20.0' I 5.0' iIII1 , I N PN5*23411 "W 10' UTILITY EASEMENT 1.98 C 113 I ao I in o t noNN PT 251 V PC YPT— C`—' ENTERUNE OF 14'04'43" 554'23'11"E 181.64' --t+ RIGHT-OF-WAY Lm239.58' R-975.00' CB-1461'25'32"W C=238.97' j D g MLLOWBAY RIDGE STREET 50' RIGHT-OF-WAY 11L f.LR W..M I IIT IMLL 5 AND FOUND_ THESUBJECTPROPERTY EAPPEARS 9TO LIE IN ZONE X, I HEREBY CERTIFY, THAT THIS SURVEY, SUBJECT TO THE SURVEYORS. NOTES AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F. E.M.A. AGENT FOR VERIFICATION, CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICALN SURVEYORS AND MAPPERS IN CHAPTER . 611317- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 154. BEING N89'52'41"E PER PLAT. FIELD DATE:)-05-19-04 REVISED: SCALE: 1" = 30 FEET APPROVED BY: S1 JOB N0. ASM39766 DRAWN BY: qFOR 7 2 THE V FIRM AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 NORTH ORLANDO AVENUE, SUITE 8 WINTER PARK , FLORIDA 32789 ( 407) 426-7979 ORMBOARD 06-21-04 VH LOT PLAN 3/23/04 SOO LOT FIT 12-30-02 CKB GALEN K. BEL PSM 422 DATE LENGTT-C WATER.LJNE LIGHT 4" NOM. "FIBER MESH" CONCRETE DECK W/ SLIP RESISTANT TOPPING ON COMPACTED GROUND JUNCTION BOXW/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL) I 1 I (BY OTHERS) L STEPS 1 # 3 BAR CONT. W/ 5 " 4 ' 0 " MIN. IR5 "1-• = - WALL- W/ 8 "x 8 " BOND g " 6 "TILE 8' MAX. BEAM USE 2 # 3 BARS CONT. MIN I MAXIMUM RISER =12 ." MINIMUM -TREAD =10" (240 SQ.IN.)' SUCTION INLETS SET INTO CENTER OF STEEL GRID AT. POOL DEEP POINT POOH LONPGTTURML SECTION r DISTANCE - LESS THAN 1 ON 1 + 1 EXISTING STRUCTURE REFER TO ATTACHED DRAWING FOR DATA REGARDING DUAL 6-THIcxWALL SUCTION INLET SYSTEM AND tuaeu Pusrrtt 3 BA0 3SARSAT6' VACUUM RELIEF SYSTEM O.C. rlNteti, EACH WAY sew r r I 7 18" MIN. TO / TOP OF LENS MARBLE 1 i PLASTER FINISH I I OUTER EDGE OF jl DECK TO CONFORM 1 WITH LOCAL CODE I TO TRANSFORMER BY OTHERS) U.L APPROVED 120 VA CGOOVV POOL LIGHT W/ GFI OR 12VP300W POOL LIGHT W/ LOW WATER CUT OFF IN U.L. APPROVED GREY PLASTIC FORMING SHELL W/ NO.8 BOND PER N.E.0 STEEI.TEX FORM (OPTIONAL) k 3 BARS 12" O_C_ FA WAY THE CONTRACTOR MUST PLACE ALL US I T THE roof WALL at No MORE THAN 6 ALL STRUCTURAL, FILTRATION. AND ELECTRICAL CETAILS OUTLINED SHELL ON CENTER w BOTH WRECT1oNs 6v THIS CRITICAL AREA. ALSO THE POQL I I . . SHELL WALLSHALLBECONSTRUCTEDAT6INCHTHICIUMMTHISSTE81W1tANDINTHESEDRAVMNGSALSORELATETOSPACONSTRUCTION. - SHELL WALL SHALL BE EXTENDED ALONG THE CRITICAL AREA AND TO A POW Vn*C}I IS GREATERTHANTHEMIMMUINREQUIREDDISTANCEASDETUMMEDByTHEION1iMETHOD. - TYPICAL WALL AND FLOOR WITHIN ANGLE OF REPOSE i 8 QING COPPER WIRE i nMECLOCK TO PANEL I 1. . MAIN DRAIN LINE SERVICE 2 SKIMMER LINE 1 JCT. BOX 3. WASTE LINE E 4' MIN — . f SPST 4. RETURN LINE TOGGLE 5. PRESSURE CLEANING - SWITCH LINE ( OPTIONAL) C 8'" MIN W.P. DISC.. R 12 V. TRANS PUMP POOL DECK W/ 12 V. SYSTEM' 3#12 12 V/ 40O W W/ LOW IN 3/4 " COND ALL ELECTRICAL WATER CUT-OFF OR -120 V.AC. W/ GFI SHALL CONFORM PER N. E.C. W/.ART. 680 N.E.C. . LTFL ®IAGRAM 5 IER SYSTEM 2 1; MIN. 2" COVER OVER ALL BARS til j13 6" TILE I 5" t Iit — 5" 1 # 3 BAR CONT. W/ S WALL- I- W/8" xfr BOND BEAM USE 2 # 3 DECK BARS CONT' BRICK OVERPOUR ( 1 ROW) ALTERNATE BEAM FINISH DETAIL A 3 F GENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S POOL PLAN. 2. POOL WALLS SHALL BE 5 " THICK AND FLOORS SHALL BE 6 "THICK AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A. COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. 3. ALL POOL CONSTRUCTION- SHALL COMPLY WITH FLORIDA BUILDING CODE 2001 AND ANSI NATIONAL STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSVNSPI NATIONAL STANDARD-3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS. 4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40, REINFORCING SHALL BE # 3 BARS AT 12 " O.C. EACH WAY W/ 15" LAP JOINT IN WALLS AND FLOORS UP TO 6'. OVER 6' USE # 3 BARS AT 6" ON CENTER EACH WAY IN THE AREA OVER 6'. 6. ALL METALLIC POOL FITTINGS WITHIN. 5 FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING STEEL WITH # 8 AWG COPPER WIRE #8 AWG COPPER WIRE TO BE RUN INTERNALLY AND EXTERNALLY WITH THE NEC APPROVED PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN. 7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 8. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 9. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EAESEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 10. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. 11. WARNING! TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE CENTEX POOLS . & SPAS NOT VALID WITHOUT 385 DOUGLAS AVE., SUITE 2000 B RAISED SEAL ALTAMONTE SPRINGS, -FL 32714 CPC- 056984. A. HAIR & LINT STRAINER B. RECIRCULATOR PUMP C. FILTER D. IN IJNE CHLORINATOR OPTIONAL) E• HEATER ( OPTIONAL) VALVE F. ANTI ENTRAPMENT SYST RESIDENTIAL "- D TE SWIMMING POOL MASTER SPECIFICATIOW N H. H P DSON, RE DRAWING P E. NO., 1 3 FOR T sl IVCITY OF SANFORD PARK, FLORIDA32792 ,. ENE (407) 6574133 ) NOTTO'SCALE• DWD BY_ GHS_ lm I J VACUUM LINE OPTIONAL) SKRAWR W/ SAFETY VACUUM FITTING 119 -o ` MIN r POOL MAX tr PUMP ANTIVORTEX VEII r Z. 0. sucnoN INLETS MAIN DRAINS) SWIMMING POOL SECTION VACUUM LINE OPTIONAL) W/ SAFETY VACUUM FITTING \ / SKIMMER 1%" O\ INS' r79TURE MAX 1r bPump I OPTIONAL) ANTIVOKTEX 1 t74' COVER r0 VE 11 E r0 r0 ` SUCTION INLETS MAIN DRAINS) SWIMMING POOL SECTION VACUUM LINE ALTE3NATE 'B' OPTIONAL) W/ SAFETY VACUUM FITTING \ IMMER iSS ^ MIN Ir POOL I _ MAXIr 1 ANTIVORTEX - RESIDENTIAL SWIMMING POOL, SPA AND WADING. POOLS DUAL SUCTIONINLET SYSTEM S, VACUUM RELIEF SYSTEMS IN ACCORDANCE WITH SECTION 424.2.6.6 OF FLORIDA BUILDING CODE ANTNORTEX _ COVER I. SPA PUMP VE 111 SUCTION INLETS MAIN DRAINS) SPA SECTION AI TERNATE' A' ' SKIMMER ANTIVORTEX COVER SPA T Pu l- iL 2r i5SVEII. rm sucnoN INLET MAIN DRAW) SPA SECTION ALTERNATE -13' AN ALTERNATIVE VACUUM RELIEF DEVICE; IN. ADDITION TO THE SYSTEMS SHOWN, WOULD INCLUDE AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT.- SVRS SYS COVER` 2' 1 VE II , ATTACH PLACKARD WHICH STATES ' SUCTION uIt> T - THAT VENT IS A SWIMMING POOL MAIN DRAW) SAFETY DEVICE AND SHOULD NOT: SWIMMING POOL BE TAMPERED WITH. j ' SECTION ALTERNATESUCTION INLET SYSTEM MAY 9LIERNATE'G' INCLUDE 1 ON THE BOTTOM AND ONE ONTHE 00-0000- COVER MUST COMPLY WITH ANSUASME A112. 19.E M ) VERTICAL WALL. OR ONE EACH ON TWO (2) SEPARATE VERTICAL WALLS VENT COVER MAY BE GUTTER DRAIN SUCH AS HAYWARD MODEL SP- 1019 VENT TO ATMOSPHERE SO VENT WILL NOT BE BLOCKED BY DEBRIS, INSECT INFESTATION, OR ELBOWS MICROBIOLOGICAL CONTAMINATION - A O VENT PIPE r o- MINIMUM SEE ALTERNATE T + 2- g 1r MIN. =. 0 SUCTION INLET MAXIMUM DISTANCE TO VENT TEE CONNECTION - V SUCTION INLET ' 0 1%" 0 ALL VENT PIPING - 1%- 0 r0 ALL SUCTION TO PUMP PIPING a r 0 MAXIMUM SUCTION FfPE VELOCITY SIX (6) FPS OR' 39 GPM AIMQSPHEMC VENT PIPE LENGTH MINIMUM - 16' MAXIMUM . 30' 1) . VERTICAL TOLERANCE IS: 2' VE it Q---- CAP ti 1) WATER LEVEL MARK TO PUMP I - j TO PUMP GREATER THAN 2' 0 T" CONNECTION VE 11 TO PUMP r UP TO 2' 0 PASS THRU CONNECTION PLAN VIEW --- VENT CAP VENTED COVER SUCH AS SKIMMER COVER W/ COLLAR AND EXTENSION SET FLUSH/W/ DECK ' DECK 611' TOPUMPr` 6" Qi PVC SLEEVE EXTENDED FROM COVER COLLAR VENT IN DECK CAP 6" MIN THREADED EXTENSION- COUPLE c i i//,cam/i i/i, DECK SUGGESTED DETAIL DRAWN_ G TO SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE THE MAXIMUM VACUUM VWrH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER DUAL SUCTIONINLETSYSTEMSUMPWILLNOTEXCEEDED4.5 ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN 3 SECONDS TO PUMP OFF DECK: ' SECTION VIEW---= INSTALLATION OPTIONS AUG .2003 46ROON H. SJHEDSON, P E. NO 1 WWI I 717 GOLFSI D PARK FL 327 92 aE; (407) a57-+4133 FAX (407) t% 7-4133 DECK- I WATER I LEVEL i wMIN.- LL Q. TYPICAL POOL AND SPA INSTALLATION SUCTION FLOW FOR RESIDENTIAL POOL = 8 FPS SUCTION FLOW FOR RESIDENTIAL SPA = 6 FPS CONTRACTOR MAY CHANGE SUCTION PIPE SIZE TO MEET THESE REQUIREMENTS MAX' "L° TO MAIN DRAIN PIPE MAX PIPE SIZE FLOW DIAM.) 6 FPS 8 FPS 1 %z' 40' 19' 2' 54' 25' 1' 6r 31' 3' 86' 40' 4' 118' 55, 5. 156' 72' PIPE LENGTH TO VE it = "L" -.ELBOW FRICTION LOSS EXAMPLE: THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN TO VEII IF USE 2' 0. PIPE W/ 2-90° ELBOWS AT 6 FPS IS 54' -12' = 42' VACUUM SUCTION ELIMINATOR - VE 11 AVE II IS REQUIRED FOR EACH PUMP PLUMBED TO AMAIN DRAIN F. FRICTION LOSS FROM PIPE ELBOWS PIPE 45° 90° SIZE ELBOW ELBOW 1 C E N T E X POOLS - & SPAS - 385 DOUGLAS AVE., SUITE 2000 ALTAMONTE SPRINGS,•FL 32714 CPC- 056984 MASTER og o3 DORAWING NOT TO SCALP!; S E , V 4 ": DWD BY'- GHS Cily u I 777 LOT PLAN DESCRIIPTION: (AS FURNISHED) LOT 154, PRESERVE AT; LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES -12-15 OF -THE-PUBLIC RECORDS OF SEMINOLE COUN,TY,, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) SOUARF FOOTA61' (UP TO CHRR) LOT 154 CONTAINS 10,069 SQUARE FEET t (LOT ONLY THIS STRUCTURE CONTAINS 2000 SQUARE FEET t TOTAL CONCRETE 500 (WITHIN LOT ONLY) SQ. FT, t TOTAL SOD 7569 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 25% t 0 15 30 p .. LEGEND I.. BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE XXX XX PROPOSED ELEVATION PROPOSED DRAINAGEFLOW CONCRETE , 1. 0 LAND SURVEYING BUSINESS LS LAND SURVEYOR FIRM- PERMANENT REFERENCEMONUMENT- PCP PERMANENT CONTROL POINT . P) PER PLAT I'. M) MEASURED FND FOUND - C/W CONCRETE WALK S/W SIDEWALK CP CONCRETF PAD PU PLAT BOOK - - - R RADIUS PCS PAGES MLW MINIMUM LOT WIDTH POD POINT ON BOUNDARY PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD - PD PLANNED DEVELOPMENT n DENOTES DELTA ANGLE' L DENOTES ARC LENGTH . C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVAIURE PI DENOTES POINT OF INTERSECTION PRC DENO IRS POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCREIE BLOCK WALL RP RADIUS POINT CS CONCREIE SLAB C CHORD LENGTH SO. FT. SQUARE FEET LOT 154 UP TO CURB CONTAINS 10,619 SQUARE. FEET t THIS STRUCTURE CONTAINS 2000 SQUARE FEET t CONCRETE 833 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 7786 SQ. FT. t AMENDED PLAT 60 RIBAUT FOREST P.B. 7 / PG. 11 I I I I / 1 1 I 1 1 / 1 I I 1I Z 5, I 1 I I I I I I I I Izj I f JI L 1 I j 0 z 1 ,a 1 I U I Ia I Z1¢ rj w I I in I LOT155 w I S WI I- 5 NG NATURAI. GRADE O A2 45'O8" R/WRIGhIT-OF-WAY. = L=48. 03' R=1000. 00' g C13= N55*45'45"W C=48. 03' r LLI 0) o Co¢ "t ¢ a (D U co z I z z L M 0 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5'— CORNER: 15' i, _d IL p — PREPARED FOR: Lo CENTEX HOMES ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED' BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY: THIS IS NOT''INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4//17//95 AND FOUND THE SUBJECT PROPERTY APPEALS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION." PLEASE CONTACT THE LOCAL F.E. M.A. AGENT FOR VERIFICATION. I BEARINGS SHOWN HEREON ARE BASED ON 1 THE NORTHERLY LINE OF LOT 154 BEING N89' 5,2'41"E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED'BY: SJ JOB NO. ASM39766 PLOT PLAN 3/23/04 SOO DRAWN BY: LOT FIT 12-30-02 CK8 mw 40. 0' LOT 153- 40.00'. PROPOSED w - 3514 - 0 0) FINISHED FLOOR 1'oO ELEVATION=14. 90 0 COO) o COVERED1O m A 5.0' ENTRANCE - zLO N 143' ni I o 2o. T I ' DRIVE L. JII, i I N N54'23' 11 "W 10' UTILITY EASEMENT Jv1.98 I ao INLET 1 N PT A PC PT C`—' ENTERLINE OF 4'04'43" -- S54'23'11"E 181.64' RIGHT-OF- WAY YYY L=239.58' R=975. 00' C13=N61' 25'32"W - - C=238. 97' WILLOWBAY RIDGE STREET 50' RICHT- OF-WAY AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 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. II FOR THE FYI• h r THE V FIRM GALEN K. BE L PSM t4224 DATE 425 D00.. s FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE _ FOR BUILDING CONSTRUCTION - Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 351'fLIdR j 5 Builder CENTER Address: jC?) WILLOWBAY RIDGE STREET PermittingOffice. CITY OF, SANFORD City, State: LAKE MONROE, FL Permit Number. Owner CENTEX HOMES Jurisdiction Number- 691500 Climate Zone. Central 1. New construction or existmg New _ 12. Cooling systems 2_ Single family or multi -family Single fsn7ily _ a Crntral Unit Cap: 30.0 kBi /hr 3. Number of units, if multi-fanuly 1 4- Number of Dedrooms 6 — b. Central Unit SEER- 12.10 _ Cap: 36.0 kBtu/hr 5. Is this a worst cast? Yes — SEER: 12.05 — 6. Condirioned floor area (fP) 3515 fl c. NIA 7_ Glass area & type a. Clear - single pane 418.0 ft 13. Heating systems b. Clear - double pane 0.0 flu _ a. Electric Heat Pump Cap: 30.0 kBtu/hr C. Tint/other SHGC - singlt pane 0.0 fV _ HSPF: 7.55 d. TiT11/6th'er SHGC - double pane 0.0 ft b. Electric Heat pump Cap: 36.0 Whar, 8. Floortypesle- Slab - On -Grade Edge lnsulation R=0.0,162-0(p) ft — c. NIA HSPF= 7. 65 _ b- Raised Wood, Adjacent R=11.0, 450-Oft' C. N/ A 14. Hot water systems 9. Wall types s. Electric Resistance Cap: 50.0 gallons ODS a. Concrete, Int lnsul, Exterior R=4.1, 1038.6 W — EF- —_ b_ Ftame, Wood, Exterior R=l 1.0,1405.0 ft _ b. N/A 86 e- Fume, Wood, Adjacent R=11-0, 208.0 fls d. NIA c_ Conservatiou credits e. NIA tTlt-llcatrecOvery; Solar 10- Ceiling types AHP-Dedicated beat pump) a- Under Attic . R=30.0, 1998-0 fe 15_ HVAC credits b. N/ A CF-CcAing fan, CV -Goss ventilation, c. NIA HF-Whole house fan, Ducts 11- DucuPT-PrograminableThermosta% a. Sup: Unc_ Ret Unc. AM Garage Sup. R=6A, I -Oft — MZ-C-Multizone cooling, b. Sup: Une-, Ret: Con- AH: interior Sup- R=6.0, 1.0 R MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points- 47484 PASS Total basepoints: 50564 , I hereby certify that the plans and specifications covered by this calculation are in complia he Florida Energy Code. PREPARED BY; DATE: I hereby certify that this building, as designed, is in compliance wild the Florida Energy Code OWNERIAGENT_ qA __ DATE- MAR 1--o-- OU Review of the plans and specifications covered by this calculationindicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnerWGau9e Nersbn: R RCS8 v32) 04/30/2003 15:00 DEL AIR 4 4076614089 FORM 600A2001 N0.425 P003 i SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT M. t ADDRESS_ , , , BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang18 TypelSC Ornt Len Hgt Area X SPM X SOF =Points Floor Area 3515.0 25.78 16311.0 single, Clear NE 1.0 16.0 32.0 43.65 1.00 1393.3 18 Single, Gear NE 3-0 20.0 7.0 43.65 0.98 299.6 Single, Clear NW 1.0 17.0 32.0 37.74 1.00 1206.0 Single. Clear SW 1.0 18.8 40.0 52.82 1.00 2110.6 Single, Gear SW 1.0 17.0 32.0 52.82 1.00 1688.1 Single, Clear SW 1.0 11.0 16.0 52.82 1.00 844.0 Single, Clear SE 1.0 17.0 32.0 56.64 1-00 1812.0 Single, Clear SE 1.0 17.0 320 58.64 1.00 1812.0 Single, Clear NE 1.0 6-0 32.0 43.65 0.97 13562 Single, Clear NW 1-0 6.0 16.0 37.74 0,97 586.5 Single, Clear SE 1.0 6.0 16-0 56.64 0.96 873.2 Sng1e, Clear SE 1.0 6.0 16.0 56.64 0-96 873-2 Single, Clear SW 1.0 6.0 16.0 52-82 0.96 813.6 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Gear NW 1.0 5.0 19.0 37.74 0.95 6842 Single, Clear NE 1.0 6.0 32.0 43.65 0.97 1356.2 Single, Clear NE 1.0 7.0 16.0 43.65 0.99 8882 As -Built Total: 418.0 20022.9 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points 208.0 0.70 145-6 Concrete, Int lnsul, Exterior 4.1 1038-6 1.18 1225.5 Adjacent Exterior 2443.6 1.90 4642.8 Frame, Wood, Exterior 11.0 1405.0 1.90 2669.5 Frame, Wood, Adjacent 11.0 208.0 0.70 145.6 Base Total: 2651.6 4788A As$ullt Total: 2651.6 4•6 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 7,20 129.6 Exterior 38.0 4.80 182.4 Exterior WOOd 20.0 720 144.0 Base Total: 38.0 182 4 As -Built Total: 38.0 273.6 CEILING TYPES Area X BSPM = Points Type RValue Area X SPM X SCM = Points Under Attic 1998.0 2.13 4256-7 Under Attic 30-0 1995-0 2.13 X 1.00 4255.7 Base Total: 1998.0 4255.7 As -Built Total*1998.0 4255.7 EneMyGauge® DCA Form 600A-2001 EnergyGaugeStFlaRES'2001 FLRCSB v32 DEL AIR 4 4076614089 FORM 60OA-2001 1, , SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: EmfgyGauge"' DGA Form 600A-2001 EM9YGau9e0/F1aRES2001 FLRCSS v32 04i30i2003 15:00 DEL AIR 4 40?GG14099 FORM 60OA-2001 NO.425 D005 INTER CALC LATIONS Residential Whole Building Performance Method A - Details PERMIT #: ADDRESS: pis AS -BUILTBASE GLASS TYPES Overhang18XConditionedXBWPM = Points Omt Len Hgt Area XWPM X WOF = Poin Floor Area Type/SC 3515.0 5.86 3107.6 Single, Clear NE 1.0 16.0 32.0 12.00 1.00 383.9 18 Single, Clear WE 3.0 20-0 7.0 12.00 1.00 84.0 Single, Clear NW 1.0 17.0 32.0 12.23 1.00 391.0 Single. Clear SW 1.0 18.8 40.0 9-22 1.00 369.1 Single, Clear SW 1.0 17.0 32.0 9.22 1.00 295-3 Single, Clear SW 1.0 17.0 16.0 9.22 1.00 147.7 Single, Clear SE 1.0 17.0 32.0 8.34 i _00 2682 Single, Clear SE 1.0 17.0 32.0 8.34 1-00 268-2 Single, Clear NE 1.0 6-0 32.0 12.00 1.00 384.1' Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16-0 8.34 1.02 136.4 Single, Clear SW 1.0 8.0 16.0 9.22 1.01 149.1 Single, gear SW 1.0 6.0 32.0 922 1.01 298.2 i Single, Clear NW 1.0 5.0 19.0 12.23. 1.00 231.8 i Single, Clear WE 1.0 6.0 32.0 12.00 1.00 394.1 Single, Clear WE 1.0 7.0 16.0 12.00 1.00 192.0 As -Built Total: 418.0 4314.9 WALLTYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 208.0 1.80 374.4 Concrete.intlnsul, Exterior 4.1 1038.6 3.31 3432.6 Exterior 2443.6 2.00 48872 Frame, Wood. Exterior 11.0 1405.0 2.00 2810.0 314A Frame, Wood, Adjacent 11.0 208-0 1.80 Base Total: 2651.6 5261.6 As-BultTotal: 2651.6 6617.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0-0 0-00 0.0 Exterior Wood 18.0 7.60 7.60 136-8 152.0 Exterior 38.0 5.10 193.8 Exterior Wood 20.0 Base Total: 38.0 193.8 As -Built Total: 38.0 288.8 CEILJNG TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points i Under Atfic 1993.0 0.84 1278.7 Under Attic 30.0 1998.0 0.64 X 1.00 1278-7 Base Total: V 1998-0 1278-7 AS-Bullt Total: 1898.0 t278.7 EnergyGaugeO DCA Form 600A 2001 EnergyG2uge0M3RES2001 FLRCSB v32 04i30/2003 15:00 DEL AIR 4 4076614089 N0.425 ry D006 l FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details lb ADDRESS: , , , PERMIT #: Enewwugew DCA Form 600A-2001 EnergyGauge®/FtaRES'2001 FLRCSB /32 f 15:00 DEL AIR 4 4076614089 Ntl..425 D007 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , ,. WATER HEATING Number of X Multiplier = Total Bedrooms 6 2564.00 15384.0 PERMIT #_ AS -BUILT Tank EF. Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 50.0 0.36 6 1.00 2623.63 1.00 15741.8 As -Built Total: 15741.8 CODE COMPLIANCE STATUS BASE _ AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 29496 5684 15384 50564 24914 6828 15742 47484 EnergyCauga - DCA Form 600A-2001 EnergyGauge®1F1aRES'2001 FLRCSB Y32 04/30/2003 15:00 DEL AIR 4 4076614089 N0.425 D008 FORM 60OA-2001 I Code Compliance Checklist Residential Whole Building Performance Method A - Details FAZID . PERMIT #: Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric Or cutoff as must be rc7vided. External or built-in heat trap rg uired, 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 efficien of 78°/6. Shower heads 612.1 Water flow must be restricted to no more than 2 5 R911COS Pff minute at 84 Phan Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be me anically attached, sealed, insulated, and installed in accordance with the criteria of Section 610_ Ducts in unconditioned attics: R-8 m{n_ insuladon. WAC Controls 607.1 Se to readilyaccessible manual or autorriadc thermostat for each s tern. Insulation 604.1, 6021 Ceiflngs-Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R41- EnergyGauge- DCA Form 600A-2001 EneTgyGauge®/F1aRES'2901 FLRCSB v3.2 a ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESUMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more effident the howe. I. New construction or existing New — 12- Cooling systems 2. Single family or multi -family Single family _ a- Central Unit Cap-- 30.0 kBtutln 3_ Number of units, if multi-famiy 1 _ SEER- 12.10 4_ Nwnber of Bedroorns 6 _ b. Ccptral Unit Cap_ 36.0 kBmAw S. Is this a worst case? Yes _ SEPK- 12.05 6. Conditioned floor area (fe) 3515 fV c. N/A 7. Glass area dt we a. pear - single pane 418.0 ft' — 13. Heating systems b_ Clear - double pane 0.0 f — a. Electric Heat Pump Cap_ 30.0 kBtu/hrAc_ Tintlother SHGC - single pant 0.0 ft' HSPF: 7.55 d. Tint/otber SHGC - double pane 0-0 fe b_ Electric Heat Pump Cap: 36.0 Otu/hr 8. Floor rypcs HSPF_ 7.65 a. Slab -On -Grade Edge Insulation R=0-0, I62-0(p) ft — c. NIA b_ Raised Wood, Adjacent R=11.0, 450.0ft _ V c_ N/A 14. Hot water systans 9. Wall types a_ Electric Resistance Cap: 50-0 galloosa_ Concicte, lnt Insul, Exterior R-4.1, 1038.E ft' _ EF: 0.86 b. ]Frame, Wood, Extmor R=I 1-0, 1405-0 fe _ b- N/A c_ Fratne, Wood, Adjacent R=11.0, 208:0 ft' d NIA C. Conservation credits C. N/A HR-heat recovery. Solar 70. Ceiling types N P-Dedicated heat pump) a_ Under Attic R=30.0, 1998-0 ft' 15_ HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation c. N/A BF -Whole bousc fan, 11. Ducts PT-Nogtaaunable Thwnostwt s_ Sup: Unc. Rct Unc. AH: Garage Sup. R-6.0, 1.0 ft — RB-Attic radiant barrier, b. Sap: Unc. Ret: Con- AH. boterior Sup. R-6.0, 1.0 ft MZ-C-Multizonc cooling, MZ-H-Multizonc heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed xabasedoninstalledCodecompliantfenes. MAR 1 8 2004 wilder Signature: Date: Address of New Home: U WILLOWBAY RIDGE STGity/FLZip: LAKE MOf4ROE/32747 Ws Q NOTE.- The home's estimated energy performance score is only available through the FL, 41RES computer program. nis is not a Building Energy Rating Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStary designation), Your home may qualify for energy ejrciency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating_ Contact the Energy Gauge Hotline at 321 /63&1492 or see the Energy Gauge web site at www_fsemucf_edu for information and a list ofcertified Raters. For information about Florida s Energy Effu*ncy Code x'or Building Construction contact the Depararment of Community Affairs at 850/487--18Z4. EnergyGauge:® (Version: FLRCSB v3.2) INlates. MDDEL3514 E3 - • e o . Weather: Odaxlq AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 32 °F Desig TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 46173 Bhrh Structure 35939 Btuh Ventilation air. 0 cfm Ventilation 1980 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 'F Design heat bad 46173 Btuh Use mfg. data n Rate/ swing multiplier 0.98 Infiltration Total sees. equip. bad 37161 Btuh Melt, od Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gabs 2300 Btuh Ventilation 2949 Btuh Heatingg Coolingg Infiltration 5528 Btuh Area ( W) 3515 3515 Total latent equip. bad 10777 Btuh Volume ( ft) 28120 28120 Air dianqesAmr 0.70 0.40 Equiv. A 328 187 TOW u r bad Req. Wi 0.709/6 SHR - 47938 Bti l 4A ton cm) apacdy at Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/ a n/a n/ a Efficiency n(a Efficiency n/0 HeaingBtirt1 F- leab<xg output 0 Bb- h Latent coding 0 Btuh Heafinq temp rise 0 *F Total 0, Bh lh Act alheating fan 0 cfm Actual fan 0 cfm Heating air flaw factor 0.000 dmlBtuh Coding air flaw factor 0.000 cfinlBluh Space dierrnostat n/a Load sensible heat ratio 0 % PrQW oertfied by ACCA to meet all rrrrerlls of Manual J 7th Ed. wr14glhtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47 MCA E:1FilesNAFox & Jacobs 20021351413514.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D0 - Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 28120 W x 0.0167 = 328 cfm Isolated zones = 0 cfm Total = 328 cfm 2 Winter infiltration bad 1.1 x 328 cfm x 32 °F Winler TD = 11548 Bhrh 3. Winter infiltration HTM 11548 Btuh / 392 ftz Total window = 29.5 Btufff and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 28120 f 3 x 0.0167 = 187 cfm Isolated zones = 0 cfm Total = 187 cfm 2 Summer infiltration bad 1.1 x 187 cfm x 18 °F SumnerTD = 3712 Btuh 3. Summer infiltration HTM 3712 Btuh / 392 ftz Total window = 9.5 Btulff and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb ' moist.diff. x 187 cfm = 5528 Btuh hroceaure u - equipment sizing Loads 1_ Sensible stung bad Sensible ventilation bad 1.1 x 100 cfm vent x 18 °F &rrmerTD = 1980 Bhuh Sensible load for structure (Line 19) + 35939 Btuh Sum of ventilation and structure bads = 37919 Bh lh Rating and temperature swing multiplier x 0.98 Equipment sizing bad - Sensible = 37161 Btuh 2 Latent sizing bad Dent ventilation bad 0.68 x 100 cfm vent x 43 grAb moistdiff. = 2949 Btuh Internal bads = 230 Btuh x 10 people + 2300 Btuh Infiltration bad from Procedure C + 5528 Btuh Equipment stung bad -latent = 10777 Bth Construction Quality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requir amarts of Manual J 7th Ed. S_= Wr1ght501t Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47 ACCK E_1FileslftFox & Jacobs 2002\3514t3514.rsr Page 1 RIGHT-J WORKSHEET Enure House - DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8:29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 14071 831-2665 mwrrx J In to 1 Nameofmn Entire House WWI ZONE2 2 Lenghdaposedva 380A ft 170.0 ft 210.0 ft 3 PoarndmarEb s 4 Calgs CmdtOption 0 1 heboal d 8.0 ft d o 8.0 ft d o TYF£CF CST Kw Am Lowpk-h) Arm Lmd(Btt" Area tnadp," Area E)POSU E Na Htg Clg ft) Htg I Cig tF) Htg I Cig IF) Htg I G9 Htg Cle 5 Gross a 14B 41 21 1264 1 Famed b 13C 3 1 96 vrals and c 12C 2 I.E 1 169C parhlions d 0 0 f 0. 0.q 6 WrxhAsad a 1C 37. 11605 144 170 glass doors b 8C 37. 1478 Hea" c 9C 38. d 0. e 0. f 0. 0 7 V*dansad North 20. 1409 32 653 glass doors NENW 0. I0 Coohg E/W 54. 12621 104 565B 123 6963 SESW 0. 0 South 30. 1609 48 1459 1 Horz 0. 0 0 0 8 Othadoors a 11A 18 127 7171 484 381 717 484 to 11A I&S 12 0 0 c 0. 0. 0 0 9 Nei a 14B 4. 21 10E 4884 2183 1 4Y4 2183 epored b 13C 3. 1. 246 91 91 v F>and c 12C 2- 1. 151 4349 2935 0 151 partitio is d Of 0. 0 0 0 e 0. 0. 0 0 f 0. 0. 0 0 0 10 Ceilings a 16G 1.1 1.4 2AC 2154 2827 0 0 21 28Z7 b 0. 0. 0 0 0 Id0. 0. 0 0 e 0. 0. 0 0 0 1 0. 0. 0 0 11. Floors a 22A 25. 0 171) 4406 0 170 4406 Nofe: room b 19G 1. 0. 51 506 0 0 0 516 586 Iis dio d 0. 0. 0 0 0 tiorstab a 0. 0. 0 floors) f 0. 0. 0 0 0 12 hfitration a 29.1 392 11548 3712 6540 2102 170 16113 SUkUloss+8_+11+12 TE 41975 1 Lessedrrrdhea" tPsstardar 14 Heating redstn ficn Dud loss 10° C 4198 10'/ 10'/ 183E 15 Total loss =13+14 46173 259541 2021 16 kd gaim People @ 3w 3000 7 2100 3 Appt @ 1200 1800 2 1800 0 17 Sblol RSH ga F7+8_+12+16 32672 1 16 Less ederrdcooling 0 I18 Duct gain 10°/ 3257 101/1 1653 10'/ 1 19 Total RSH0_F(i7+18)-PLF 1DD 35939 1))0 181 tA0 1 20 Airrernired (ft) 2200 2200 1 100D j 1 1 Pre lbutoetW by ACCA to meet al tegimients of Maud J 7M Ed. wrrrgi , tsol t Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-" 10:16:47 EAFilesk4ox 8 Jacobs 20021351413514-rsr Page 1 4 Weather: Orlando - AP, FL, US Winter Design Conditions Summer Design Conditions Outside db i 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 °F Design TgD 18 OF Rellative Humidity 555 Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Buildingg heat loss 61228 Btuh Ventilafion 100 cfm Structure Ventilation 44442 1980 Btuh Btuhair Ventilation air loss 3520 Btuh Design temperature swing 3.0 OF Design heat load 64748 Btuh Use mfg. data Rate/swing multiplier n 0.98 Infiltration Total sens. equip. load 45493 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1840 Btuh Ventilation 2500 Btuh Heating Cooling Infiltration 5569 Btuh Area (ft2) 3588 3588 Total latent equip. load 9909. Btuh Volume UP) 33350 33350 Air changes/hour 0.7 0.4 Total equipment load 55403 Btuh Equiv. AVF (cfm) 390 223 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Heating input 0 Btuh Efficiency Sensible cooling n/a O. Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heatin temp rise 0 OF Actual eating fan 0 cfm Total cooling Actual cooling fan 0 0 Btuh cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfmlBtuh Space thermostat n/a Load sensible heat ratio 0 Boldlrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. V V $" Sj"tf O-ft R'ght-Suite Resdential— 5.0.45 RSR26014 2001-May-0319:11:16 Page 1 f(',^ E-V-deskenW35411354113541a m RIGHT-J CALCULATION. PROCEDURES A, D,, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3384 9.5.95 109 COMMERCE STREET. LAKE MARY, Ft 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTNI Calculation* 1. Winter infiltration AVF 0.7 ach x 33350 ft3 x 0.0167 = 390 cfm Isolated zones = 0 cfm Total = 390 cfm 2. Winter infiltration load 1.1 x390 cfm x 32 °F Winter TD = 13723 Btuh 3. Winter infiltration HTM 13723 Btuh 1 627 ft2 Total window = 21.9 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 33350 fV x 0.0167 = 223 cfm Isolated zones = 0 cfm Total = 223 cfm 2. Summer infiltration load 1.1 x223 cfm x 18 F Summer TD = 4411 Btuh. 3. Summer infiltration HTM 4411 Btuh / 627 ft2 Total window = 7.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x37 gr/lb moist.diff. x 223 cfm = 5569 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 100 cfm vent. x 18 'F Summer TD = 1980 Btuh Sensible load for structure (Line 19) + 44442 Btuh Sum of ventilation and structure loads = 46422 Btuh Rating and temperature swingg multiplier x 0.98 Equipment sizing load - sensible = 45493 Btuh 2. Latent sizing load Latent ventilation load 0:68 x ' 100 cfm vent_ x 37 gr/lb moist.diff. = 2.500 Btuh Internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C . + 5569 Btuh Equipment sizing load - latent = 9909 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldriitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W D 1$50f$ Rigid-Sude Resider"a 5.0.45 RSR26014 2001-May-031 P 11.49 E-V1eslcentexli541U54113541a_= LOFT a n e b c n 0 n 1 1 90 1.0 1.0 0.5 4.0 87.4 19.0 1.6 BR2 a n e b c n 0 A 1 1 90 1.0 1.0 0.5 5.0 54.4 23.0 1.5 BR3 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 a n w b c n 0 d 1 1 90 1.0- 1.0 1.0 5.0 54.4 - 23.0 ° 0.0 BATH3 r BR5 a n w b c n 0 d 1 1 90 1.0 1.0 0.5 4.0 54.4 16.0 1.3 BATH 2 BR4 a n s b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 16.0 14.1 GAMEROOM a n e b c n 0 d 1 1 90 1.0 1.0 0.5 5.0 54.4 32.0 2.1 a n e b c n 0 d 1 1 90 1.0 1.0 0.5 5.0 54.4 16.0, 1.1 4 V V righIt5c3-ft sidential"' Right -suite Re5.0.45 RSR26014 2001-Aay-03191.1=49 ACC0. E.Wdeskentex13541135411G541a-m Page 2 x Desi nlnformatlon u a Winter Design Conditions Summer Design Conditions Outside db 38 'F Outside db 93 'F Inside db 70 °F Inside db 75 *F Design TD 32 T Design TD 1M 'F RRelafi've htmudit)r 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 46173 Btuh Structure 35939Bk h Ventilation air 0 cfm Ventilation 1980 Bh>h Ventilation Swing 3of Des gn heatbad 461733 Bk h U mfg. data n0 Rate/sNing mitiplier 0.98 Infiltration Total sens. equip. bad 37161 Bluh Mdhod simplified Latent Cooling Equipment Load Sizing Construction quality Average Replaces 0 Internal gabs 2300 Btuh Ventilation 2949 Bluh Heatingg Cooling Infiltration bad 5528 Bluh 10777 Bluh Area (ft2) 3515 3515 Total latent equip. Volume (W) 28120 28120 Air d- km0.70 0.40 d) Total badReq. lofal-capacky0. 70% SHR-;- 47938 Btuh 4. 4 tort Egtay.A 328187atHeatingEquipmentSummary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/ a n/a Efficiency n/a Efficiency n1a cooliHeating output 0 Bkhooduig Latent c gtuh0 B Heafimtempfan 0 cse 0 fm ActualTowcoolingcoolingfan 0 Bluh 0 cfm Heating air flaw factor 0.000 do m h Cooling air flow factor 0-000 c 1m/Btuh Space the mosiat n/ a Load sensble heat ratio 0 % Prirtbut certified by ACCA to meet all ireqiernerils of Manual J 7111 Ed. wrBUhtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47 ACICK E:Tleskffox S Jacobs 20021351413514.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W"AAIL.LI11tu 1 Nwedrosn ErdreHalle ZONE ZCNE2 2 Laxpdepaeed Ad 3800 It 1700 ft 2100 11 3 RDarndi miens 4 Cetxjs Carte Opfia1 0 Lredlaod d 8.0 ft d o 110 d o F LmdP4 Area Load Arm I Area E lFE Na Htg Cig Ht9 C19 OF) Hig Clg Htg C19 Hk3 Clg 5 Gross a 14B 4. 21 1264 1 EVoaed b 13C 3 U 9E- 96 wabard c 12C 1 1 0 168( penis- d 01 0 0 e 0. 0. f 0. 0. 6 V*dD sa d a 1C 371 314 11606 17t) glass doom b 8C 37. IM 1 Heabx3 c 9C 3& d 0. e 0. f 0. 7 V1W dxzarcl North 20. 1409 653 756 glass doors NEMW 0. 0 Caoi-9 EW 54. im 101 565E 128 SESW0. p Sam 30. 1609 48 1459 150 Horz 0. M o 8 Oth" dms a 11A 18. 12 717 484 717 484 b 11A 18 12 0 c 0. 0. 0 0 9 Nei a 14B 4. 21 1 4884 2183 1 4811 2113 evosed b 13C 3 1 m 91 91 wars and c 12C 2 1. 151 4349 2935 151 parhtiors d 0. 0. 0 e 0. 0. 0 f 0. 0_ 0 10 Ceilings a 16G 1. 1. 2151 2827 21 b 0. 0. 0 c d 0. 0. 0. 0.Oq 0 0 00 0 e 0. 0_ 0 f 0. 0. 0 11 Floors a 22A 25 0. 1 4406 0 1 4406 r`k . room b 19G 1. 0. 51 596 0 516 perin>etr c 0. 0. 0 s dspl. d 0. o. 0 forslab a 0 0. 0 Aoorm) f 0 0_ 0 12 4ddbation a 29, 9 392 11548 3712 221 654C. 21M 170 5OC9 1610 13 SdA)t lbssS &.+11+12 419J5 Lessedrrdhedrg Less transfer 14 Healing redstrbu8orl Dud bss V 419B 1(Y 1lP/ 1 151 Total bss = 13+14 46173 2218 16 Irt galls Poo* @ 300 1 3000 7 2100 3 @6 1 17 St bURSH gar>=7+ 32W 16530 Less transfer 0 orl 18 Dlnecl 10P 3267 10/ 1653 1(1%/ 16 19 TdA RSH gar-(17+18)'PLF 100 3%39 100 181 1D0 1 2D 4 req *ed (d" 2AD m 1 icwl PrnW wWW by ACCA to med al mWmT"ts d Maid J 7M Ed. wrap! tsOft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16-47 ACCK E\FileS5flFox 8 Jacobs 20021351413514_rsr Page 1 MSTR. BR a n e c c n 0 d 1 1 90 1.0 1.0 1.0 52 54A 32.0 0.0 MSTR. BTHMIC a n n c c n 0 d 1 1 90 1.0 1.0 1.0 32 20A 10.0 0.0 GAME RM a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 32.0 0.0 a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 16.0 0.0 Wright50f$ Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47 XCK E3Files111Fox d Jacobs 20021351413514.rsr Page 2 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 631-2665 Job: 3514 8.29.01 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LDY BDRM6 a n S a c n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 16.0 0.0 WIC/BTH2 FAMILY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54A 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 52 30.4 32.0 0.0 NOOK/KITCHEN b n e a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 DINING/LIVING a n n a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 20A 32.0 0.0 a n w a c n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 4.0 52 54.4 32.0 0.0 BDRM3 a n S c C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30.4 16.0 13.5 BTH3NVIC BDRM4 a n S C c n 0 d 1 1 90 1.0 1.0 1.0 5.2 30A 16.0 13.5 BTH4 BDRM5 a n e c C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 16.0 0.0 VVrjqhtsoft Right -Suite Residenbal- 5.5.06 RSR26014 2002-Apr-04 to 16:47 4C.Ck E:WdesUTox & Jacobs 20021351413514_rsr Page 1 RIGHT-J CALCULATION PROCEDURES A. B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Wnter ingration AVF 0.70 ach x 28120 ft3 2 Winter infiltration bad 1.1 x 328 cfm x 32 3. Miter ilhafionHTM 11548 Bhj / 392 ft2 x 0.0167 = 328 cfm Isolated zones = 0 cfm Total = 328 cfm F VVnter TD = 11548 Btuh Total window = 29.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Surrrrner infiltration AVF 0.40 ach x 28120 ft3 x 0.0167 = 2 Surnmer infiltration load 1.1 x 187 cfm 3. Summer wAhation HTM 3712 Bh-h / 392 Isolated zones = Total = x 18 °F SLrrmerTD = ft2 Total window = and door area 187 cfm 0 cfm 187 cfm 3712 Btuh 9.5 BMW Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moistdiff. x 187 cfm = 5528 Bh-h Procedure D - Equipment Sizing Loads 1. Sensible stung bad Sendble vent -ion bad 1.1 x 100 cfm vent x 18 °F FZm TD 1980 Btuh Sensible bad for structure (line 19) 35939 Bluh Sum of ventilation and structure loads 37919 Blinn Ratcng and bTpffabxe swing multiplier x 0.98 Equiprr>ent stung load - Sensible 37161 BLb 2 Latent sang bad Latent ventilation bad 0.68 x 100 cfm vent x 43 gr/lb moistdiff. 2949 Btuh lr tmiat bads = 230 Bluh x 10 people 2300 Bfoh Infiltration bad from Procedure C 55M 136uh Equtxner>t sizing bad - latent 10777 Btuh Construction Quality is: a No. of Replaces is: 0 Pr tout certified by ACCA b meet all reWmrnenCs of Manual J Mi Ed. wrjq rtsoft Right -Suite Residenfi.1- 5.5:06 RSR26014 2002-Apr-04 10:16:47 ACCK E3FilesWox d Jacobs 20021351413514_rsr Page 1 MSTR. BR a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 MSTR. BTHMIC a n n c c n 0 d 1 1 90 1.0 1.0 1.0 32 20.4 10.0 0.0 GAME RM a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 a n w c c n 0 d 1 1 90 1.0 1.0 1.0 52 54.4 16.0 0.0 k. wroghtsoft Right -Suite Residential— 5.5.06 RSR26014 2002-Apr-04 10.16:47 ACCK EAFilesUVox & Jacobs 20021351413514.rsr Page 2 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01. 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K i A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LDY BDRM6 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 16.0 0.0 WIC/BTH2 FAMILY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54A 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 NOOK/KITCHEN b n e a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 DINING/LIVING a n n a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 20A 32.0 0.0 a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 4.0 5.2 54.4 32.0 0.0 BDRM3 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30.4 16.0 13.5 BTH3M.lC BDRM4 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30.4 16.0 13.5 BTH4 BDRM5 a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 16.0 0.0 y ^ t VV"q '1tS01t Right -Suite Residential- 5-5.06 RSR26014 2002-Apr-04 10:16:47 ACCX E:1Files111Fox & Jacobs 2002\351413514.rsr - Page 1 r. RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 3384 9.5.95 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W N D W S K Y D I R W A G L Z L S S O N A S O T H V G N H E M D G Z L O V X V Y H T H M N R H R SITTING a a a c n n n n s se se a b b b c c c c n 0 d 1 1 90 1.0 n 0 d n 0 n 1 1 90 1.0 n 0 d 1 1 90 1.0 15.0 10.0 10.0 1.0 2.0 2.0 6.0 3.0 8.0 30.4 76.4 47.4 19.0 12.0 20.0: 19.0 12.0 20.0 MASTER BEDROOM a h n a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 20.4 9.0 00 MASTER BATH a a a n n n w nw sw b b b c c c n 0 d 1 1 90 1.0 n 0 d 1 1 90 1.0 1.0 1.0 1.0 1.0 5.0 5.0 54.4 47.4 16.0 12.0 0.0 11.5 FOYER a n w a c n 0 n 1 1 90 1.0 1.0 9.5 2.0 87.4 12.0 0.0 DINING a n w a c n 0 d 1 1 90 1.0 1.0 10.0 6.5 54.4 39.0 0.0 KITCHEN LAUNDRY a n s a c n 0 d 1 1 90 1.0 1.0 11.0 3.0 30.4 7.0 0.0 BREAKFAST a n s a c n 0 d 1 1 90 1.0 1.0 11.0 6.0 30.4 39.0 0.0 FAMILY a a b n n n e s n a a c c n n 0 0 d d 1 1 1 90 1 90 1.0 1.0 5.0 29 0 1.0 1 1.0 6.0 8.0 54.4 20.4 39.0 48.0 20.5 0 0 LIVING a b c n n n e e e a a a c c c n n n 0 0 0 n d d 1 1 1 1 90 1 90 1 90 1.0 1.0 1.0 11.0 12.0 11.0 2.0 1.0 2.0 3.0 8.0 8.0 87.4 54-4 54.4 6.0 64.0 16.0 6.0 64.0. 14.3 2001-May-03 19:11:49 vvri,g 1$50ft RW-Sude ResWentiatn' 5.0.45 RSRM14 page t E.1Fleslcentext3541m4m541ajw r. RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3384 9.5.95 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 r 1 MANUAL 171h Ed- Name of room Entire House ZONE 1 ZONE 2 177 0 ft 2 Length of exposed wall 415.0 ft 238.0 ft 3 4 Room dimensions Ceiings Condit. Option 9.0 ft heat/cool d 9.8 ft heat/cool d n 8.3 ft heaVcool d n TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Htg Cig Area Htg Clg EXPOSURE NO Htg Clg ft2) Mg Cig ft') Htg Cig (ft') 5 Gross a 14 4.6 2.1 1764 7641764 0 1440 Exposed b 12 2.9 1.9 1710 0 walls and c 13 3.2 12 308 308 0 partitions d 0:0 0.0 0 0 0 0 f 0.0 0.0 0 6 Windows and a 1C 37.0 421 15560 260 9610 161 0 5951 0 glass doors b 8C 37.0 112 4140 112 4140 0 0 Heating c 9C 38.7 36 1394 36 1394 0 0 0 d o.o 0.0 0 0 0 0 0 0 0 0 0 e f 0.0 0 0 0 0 7 Windows and North 21.1 236 4988 214 4533 22 0 456'M' 0 doors CoolingFooling NE/NW- E!W 39.4 58.4 12 244 a 473 14228 12 106 473 6177 137 8051 SE/SW Southt14.79.9 47.4 10 67 497 2034 10 65 497 1976 0 2 0 58 Horz 0 0 0 0 0 0 8 Other doors a 10 58 854 576 58 854 576 00 0 0 0b0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14 4.6 2.1 1407 6483 2897 1407 179 6483 516 2897 348 0 1279 0 3684 0 2486 exposed and b c 12 13 2.9 32 1.9 1.2 1458 290 4199 914 2834 339 290 914 339 0 0 0 walls partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16 1.1 1.4 2109 2227 2922 668 705 926 1441 1521 1997 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 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 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 2 25.9 0.0 238 6169 0 238 6169 0 0 0 0 0 0 Note: room b 20 2.3 1.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is displ. C d 0.0 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 0 0 floors) f 0.0 0.0 0 0 0 0 12 Infiltration a 21.9 7.0 627 13723 4411 466 10199 3278 161 3524 1133 13 Subtotal loss=6+8. +11+12 55662 40983 14679 0 Less external heating 0 0 0 14 Less transfer Dud loss 10° 0 5566 10° 0 4098 10° 1468 15 Total loss = 13+14 61228 45081 16147 16 Int. gains: People @ 300 8 2400 6 2 1800 1800 2 0 600 17 App1. @ 1200 Subtot RSH gain=7+8. +12+16 2 1800 40401 25620 14781 Less external cooling 0 0 0 0 0 •_' 18 Less transfer Duct gain 10° 4040100 0 62 10° 1478.. 19 Total RSH gain=(17+18)'PLF 1.00 44442 1.00 82 1400 1-00 800 16259 800 20 Air required (cfm) 2200 2200 1400 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 49 wr g1 tsoft Right -Suite Res ntial" 5.0.45 RSR26014 2001-MayPage 1-031911 65K E:TftskeMex13541%3541k3541a" 0 ri a ro I o REVISIONS ASI INTl1111COIArt lrU3 FOR If• W.00 OOOII. . SI'FFI. SKIN) TTTrgFlcITuRo,ytw REV, N0. ZONE: GATE: ECN N0. APPVO: DESCRIPTION f CenpluL 339 CLASS OR 1... e t 82 _ 11/00 - NVIW OTY (1) WAS (2) FOR TREK 801T _ 3'CttPtlUC mwuuxz I HOWCONTAK TRACK SVPPORT r 1 20 G WN. CMD SMUT ATTACNCO r0 DOOR 000R WSTALELI (10 34T) r.l, p RO:. Y0,TOW YWrru!), AC bY3TtY D tmrt0 ry W000 J.w WITH I O) !/ If'd-bp.w000 LAO iORLW'3. DON40POOY ITMfJ{ LISTEDC AvAA3E( A7 /N OPIMNr cw . C. I t• WN. RKJt ,111G0+(dfl .C.O• COC\ J s SIN : s (M• TMCN S•,MKJK11P41 mc, nOw'N MwCKR. CT • J i! i ua faP enecKR f1 REPORT#9606C"0j01f C C , DgiF- TSOuu-wa NneArnu anew U- SAPS N A 3-1-2-1 r +• • rl SfCTKw, ONv LL ) SECTION. comic) I1•.3/r w[n rcr upon y ORIOIML vNRf A OPT*4k OLITWC KC= LOCK P06RIOH 0 b WAK. ODOR wqM - Ir-o• i .•.! .•3 w ro nLVL Ws yg, e9LAtrr 3gIICPS ON N 7• OOII-•C P3• k•• s y y yy xtal. rID. lAtl S<IPMFROMi 111HWSi1U.Y. g7'- NKM CON COATINGONCLIMEWAaYKICOtl+IOWAIN STOP uDYWAO eY ooR MSLwA CIO SUR)88pRi O7-pNUN NuRRw20kWN. GAILY, 3TQL CO 3TA! WWACC. 4MM 00 NOT TRANSFEA Li YELLOPPilJAN21THICK1/ 3 ArJm°ie io OALV. SIVS INTER. STU D V YOLDCO wf10E rnnM ._. - I e•Lv STtC`` (RACK L7 w UTC. fKTAYWI SRACKCTS ASipKO 'IO W000 JAAM1 Sf OA WY. 3rT21. /3.7(1' PAN MM SCRLW WTM ONL 3/14%1-EAO 3CRE'P 1• SKIN COARO WIIN 0-10 NW, ( 10 SOALwS PU UTq i.r 21 (C^.0 M40. 3NACKLT, CALVANIkwO, O,Wt[0-ON PRWU, ) CN 21 CCMCPS (1.000 PL WIK COHOWO OR 7IIf' I, POVNO PVSHN AN A WitO.ON OLY[S1Ul /1' N' MR CON SCAS" ON IT-I/3• CpTFTS (1,000 rA31CMt11 (ONt PGI ROLL3l1) 13 OO ALLv. STt, }T wN t TOP GOAT P(0 TO i0M SNAP LATCH 0M0.00S PSI WN. CONCP2TL11 wr31A013 wL1.000D WITH F m 1 1U1, }RUS W(1 fgtf OP SIS0. SKIN. 12 GA. OLLv. ST[CL TOP wCH W11t NCJAtIet f 0.0. HIM. WAS KP PEOUNOD f• Cyv. 3RCL TRACK IYIDICD TO I yy N /1 /3- WC3T WRIL iCMYf. mwPOELN iPKXCT. C/C1 WON TAPCONf. •rKNO( r! wlY B[ L9UHTCRSUAIK li CA. GALV, 3Tm. 10.•bf lYlAr(3T'i I•f 0 N w .) vfa- r//(.) wrm STU tAa sot or 000A. (wr ar Pcouwco) ro IvTv p(A rlulM TRACK ATrACNm M 3PAGIC7' .rS 4 sc 14.3/a• LKG WtTA YOEwNo SWAG NOPtkONTK JAAWi oo MOT wrM OrK /04Qi - • NIrt / 1 1 a • T SCJS3WS Pvt Oo wnoG SHIP W JOINTS. CRtNl. Twit= WAD. OR TWO 1/1' ON W01M Ovr= Kato NANOtL (No 2. ON SHORT STU. 10 .6 STU, AOLLAX mw . // E SMl _: tew, 1.1'°TM' w WMK w[3TOww. P,C. MCO T Al It Pera,..nnw 0/ • a .v e...•es ,•,frcmw c.c FLORIDA 1.g. J- "sP.L 17472 W/(4 C 3• W190CMAND,L0' TALL u-W d (s) 1 L'a 1• ftt! tHC.VGLOOK O w DESIGN LOAM +T6.0 PSI & -24.5 PSF 1O DA OALY. MCI. rAPNMi wI3Ws iRACu oN tM( OCSICN oP T1K iUPPOPINO aTRWCTUPAL apACNTa a wM. rtKD,3TRoan1 >a Ks At tHE KSPonfeurr a ifK PROR3lOrtl or TEST LOAM +30.0 PSF k -37.0 PSF OF OFDOM PECOIIo Teo THC 3uAOWa OR STRUCTUK ANow ACCOROWICC 7• TA" . 20 ow cALv, sTcq, u-va ao suO BOLT WMM OURR"'T ilKtDsq Doors IDIt TNC tr,ADf LgrtD w aWrvL sAAP.Im ,< SK+ sArt w A 2-I-2-I PATTCRN (L4 Tw0 U- Mr. 0440 TMS pINWTNC, wa W4 A AWm"IAA PANT NO t " A I-TJ3• 9 ON POR011 3CL'IgM• ON3 W-W ON NGT INTO WRI)C1L A P1 uerK7N CTC.I CMI u-WI ATTACKM MI." 09 un»P. stow OWI.Maq /'/',T 3I2 fk W Sl Sl tf I100 T- U I 1• fw TA/PWO atatws EIZM ON C•"y O••4CpGN peµ;. IDLAL GCNRROI( ON 4STDT ru Lo IT+aL uJs swc r CAOr• r ca TO en Tfl, No 1-117- I-1600 O a DODP. w r'.A..iWw:.`.nw w 0- #,OS "am mamouf rd Na I-sIY3 2-ssn SrelTIOM A -A (Sibe WWI25M TK • y raYW1. 1 ruWArl n. wrr..eN. IL •00 ' t.01S DESCRIPTION: MODEL 6R5T Wb 16-0 x 8-0: 26/-26.5 DESIGN LOAD rMw uw. I.u.. A•v rwrt W . 000 . #,DOS OWG. •n. IO OA, CXv. S}[p BOTTOM 1MCKt7. Ji.Lwb M ..TwA..n. .0000 . t 001 DRAWN BY: 91A/A DATE: 4/t9/00 SCALE: NTS 1F.-J( ATTACMCD WIM (2) kINSJS' SMOLT YCTAL SGIM'3. J Y.r r..nwy uMwnr^. DignN . i I/ l' wuwNUN" /// may/ dl. film Angl. CHECKED BY: NwW DATE: 0/ 16/00 SHEET 1 OF t SIZE Oi NML WNM[R31111, Y "/ Pro)POWon OwIw3K a An w=K0. DWG, NO.: 102130 REVS N0. T 0 i a OFL DESICNATION: - Therma-Tru In -Swing Door Wood %names System . OFGN PRESSURE RA71NG: 3 MAx t8" O.C. aSingle Positive. 67.0 PSF Negative 67.0 PSF MAYIMLIM OVFRn1 NOMINAL c2E• Single up to 5'4 x BOO w/wo side).'t s Double up to 8'4 x 8'0 w/wo sideU!es .' •4 Single with Sid idelit Positive 47.0 PSF Negative 47. 0 PSF Double w/wo, Sidelites Positive 47,0 PSF Negative 47.0 PSF i SAat CQNnJZ)JZATlQNe• X, OX. XO. OXO, rote OXXO CENERAI DESCRIPTION: The head and side iambs on Rngetioint pinf. measuring a min. 4-9/16' with a '1/2' rabbeted stop. G - 3/16" TAPCON MAX Is' O.C. 1/2' DRYWALL TYPE ANCHOR 3' 3/1e' TAPCON ` '' I Or i i1RR1Nc TYPE ANCHORDRYWALL 13 MASONRY • ` • MASONRY IFRFL 1 s 2 HRRIIIO '-I • 7ti - 13",{ IP 2X BUCK 1% Bl/C1C I ' .. • w y 1WTE8lp8 - I laff81Q } 3/Ie' TAPCON 7 s 2) Or2-1/2' ., .. ti' (S•• net• e i Pf11 _ i o :. CONCRETE n. MASONRY BLOCK NERD JM/B y 1 , ar 2Y wB-% ' S . • • ! TO iX SUB-Bl/Gt 1: r b .••.•'! 1/2' DRYWALL 4: O :• p IX SUCK I • ?, I x 2 F?RR.A; I/2' DITIWALL TAPCONMrEMIOR 4t S r 29 tICX TYPE ANCHOR i !! I x 2 FIN NG ;A i., •r.. y ELCO TAPCON OF' EQUAL 233 I.S. SHEAR RATING)) IAPCON ewv . :.l. +•.' (See note 2) ,•' 12- y4'1 i •Y • I r rf 3/1e"TAPCON _ r EXTESlpB ' r TYPE ANCHOR ..• .. _ .3' MAX. {- •••; _ I/4' MIN. 771,., SHIM SPACE I( t4 ` vERTIf.tL SIDE .1," Yi I e'.LW sIA [ ''• •i , e .. TO IX SUB-l1UCK w. 1• This system has been evaluated for use in locations cdhering to the Florida Building Code i t• VERTICk BIDE ,KW& and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings rozX 1 •' IaIL and Other Structures do not exceed the design pressure ratings listed herein. 2. For installations where the sub -buck is less than 1-7/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the length must be such that o minimum 1-1/4' engag4 nsnt of the Topcon into the masonry wall is obtained. 813. 684,3831 DATE-' 4/3/02 SCALE: N.T.S. DWG. 9Y: W.LN. CNK, BY: RW. DRAWING NO.: . T- 02201 7re2T I or I Y00EL DESIGNATION: Thermo od -Tru Out —Swing Door Wow Irromss System _ • ' F•:K:N PRESSURE RATING: u.l 3 MAX t8' O.C. jingle Positive 57.0 PSF Negative 67.0 PjF IMUM OVERALL NOMINAL S( Single up t0 3'4 x 8'0 w/ro atdel'tsa _ ( N Double up to 8'4 x 8'O w/wo sidoitaa 1 :' •a jingle with Sidelites. Positive 60.0 PSF Negative 60.0 PiF N I 7ouble w/wo Sidelites positive 47.0 PSF Negative 47.0 PSF t] 1no0 jK=gl F coNpcuR AnoNs: X. ox. x0. ox0, xx, oxxo ' GENERA DESCRIPTION:. The head and side jambs am hngerjolnt pine ¢O Z O measuring a min. 4-9/16' with a 1/2' robbeted atop. Q 3116'. TAPCON MASONRY LWTEL 1 x l f1RRING a 0 U y TYPE ANCHOR 3' MAX 18' O.C. N O S r •.:, O MASONRY UHTEL _ Y DA fV ALL II ai I x 2 i1RRING ' - `' c= Uj 60 L_ TYPE ANCHOR i. 1i •. ' 7APCO NJJ18• y • r,. d 1x BUC< n TYPE ANCHOR • y . L 2 - u s'.• SHIM SPACE ELTiMOR .23 Y 1fiIF$tOB a c a 8 T— INTERIOR •y 3/16' TAPCON J n I E o o riE I L TYPE IN - V z ao ugas PFH INS i r? HFi1D JMIB o • . MASONRY BLOCK 23' MAX. •..' r. . `o 70 SUB—B ' 1.25' Mso. Gy.• SHIM SPACE —{I IF w I I El(q. J 7t J. KY 11 MIN. N. 3/18' TAPCON B O w 7 - v ; TYPE ANCHOR •, A f t•=. L a'.... ELCC TAPCON OR EOUAL 3/16' TAPCONlzv" 1.13' MWt: r• t. EM'' (233 LB. SHEAR FATiNG) TYPE ANCHOR N O Fl y O At.. 25' MAX NW SPACE' . • f 1 i0i v, ', .• • Y' V y Z i It r h E7=lQ8 JBff8108 L = I C I jd x 2-1/2..`r '• a'' J3' MIN U O J - s C_S1W f x L F RRINC O INTERIOB 1 x 2 FlRRING C—SINK DRawrLLr ..... 2X BLCK 21 VERTICALSIDE JAMBt'Ys d .. 41 TO 2X SUB —BUCK DRYWALL VERTICAL SIDE ,W(B IX BUCK Tb iX SUB —BUCK 1. This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and other Structures do not exceed the design pressure ratings listed herein. 2. For installations where the sub —buck Is less them 1-1/2' (FBC section 1707.4.4 Anchorage Methods and iub—sections 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the length must be .such that a minimum 1-1/4' engagement of the Topcon into the masonry wall is obtoined. 3. When wing a IX sub —buck a 6-9/16' jamb is required to allow for min, edge spacing for Topcon type anchors. J ILKja.u,cf i 5t z 813.684.3831 DATE: 4/3/02 SCALE: N.T.S. DWG. BY.. W.L.N. GHK, BT: R.W. DRAWING NO.: T-02203 q*XT 1 or 1 a1O0 D SIGN.9T10N Thermo-Tru In -Swing / Cwt-Swing Door Wood Formes System MAXIMUM OV Rdil NOMINAL SIZE Single up to 5-4 x 8*0 is/wo sidelites Double up to 8'4 x 8'0 e./wo sidelites j R CONFICURA71ONS• X. OX, X0. MO. XX, OXXO rEN a DES -RIPTIONr The hood and side jambs ore fingerjoint pine measuring a min. 4-9/!E' with a 1/2• robbeted stop. F s 4 DOUBLE 2X HEADER 1/2• DRYWALL SWAT?" r 2, HEADER SINGLE DOOR ZX STUD 2X JACK STUD ry PPII WS h w 1/2' DRYWALL r t fn S , `• 2.4 e , 2-1/z• PFH WS I EYTE8s78 tS• LIIN. C-SWK SNfATNeKi 23• WX• SkW SPACE VVU AL SIDE ,LWS '. O d I.Is• LWI rEL& i D SIGN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PS.' Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF e.o• 3.0• -1 &0• I _ ri Lt4• TW.-{ CIE: This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildio;s and Other Structures do not exceed the design pressure ratings listed herein. 13.684.3831 DATE. 4/3/02 SCALE: N.T.S. DwG. BY: W.LN. CNx. 9Y: R.W. DRAWING N0: T-02202 a 1 a t m THERMA OTRU® W/0UrSIDELfM& FTBER CLASSIC'/'SMOOTH STAR' RJSW WO"SINGLE AND DOUBLE W/6 INSULATED FlBEROLASS DOOR VMW WOW FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR M4lMl-OADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO BASE MATERL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT jZQES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DARE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELfTEt ONLY. 7. SIOEl1TES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min. yield strength Fy(min.)-6,000 psi SmoathStar - 0.070" minimum skin thickness FiberClassic - 0.110" minimum skin thickness Core design: Polyurethane foom core. withl.9 lbs. density by BASF. PPaam The yyv ttet skin is constructed from a 0.070" thk. sheet molding compound (MG). The interior cavity is fated with 1.9 lbs. density 84SF polyurethane foam. The pond face sheets are glued to thewoods(iles anndd (vib. Thq VL krich stile s ranforced with a wood lack blockmeasuring2.375 x 14.0 ng at the strace oW deodbolt location The, hingestileisFingerJointedPineandthetopandbottomroilamofawood Tcomposite material. In the double door application the inactive door is lifted sith on extruded aluminum astragal (Wind Jamber p) of 506J-T6 at*. The from is constructed from finr jointed pane. TheersJanothesideJambswith (3) 16ga. 1/crown x 2 long staples at aoch side. The mullions are secured together in a sidelite application using /8 x 2" king PFH Wood Screws (6) screws per each mullion. The units use an Inswing Saddle threshold measuring 5.75" x 1.5487. c el az na• The sidetite panels are sandwich glazed us q o fwv pece Tp&i7rone. Itcey ore dry glazed on the exterior with an 1/8' thk. cellular q ng tape (SqI -II Tape) dL caulked with si6com The lite fromes are heldoaetherwitha /8 x 1 /2 long Ploscrew. I TABLE OF CONTENTS 37.5 MAX. f 05.5' MAX. OVERA OVERALL WIDTH 36.625" MAX. 36" MAX.. PANEL WIDTH PANEL WIDTH - W/ASTRAGAL F M X wx w w x a o J cc o a e o O 4 0 o < o n ` O N N 01 ro^ L SINGLE WSWING UNli 74.5 MAX. OVERALL FRAME WIDTH --{ 36.625' MAX. PANEL WIDTH I W ASTRAGAL 2co 2 w J 0 I DESIGN PRESSURE RATING WH R WAT R INFILTRA ION UNIT TYPE REQUIRE IS NOT NEEDED SINGLE 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF 7SIWITH 55.0 PSF - 55.0 PSF SIDELITES FRAME WIDTH 15.5' MAX. FRAME WIDTH 13.75' MAX. WIDTH 7.125' MAX. D.L.O. WIDTH ALL MODELS 68•5" MAX. OVERALL WIDTH ARE VIEWED . 36" MAX. 15.5" MAX. FROM INTERIOR PANEL WIDTH FRAME WIDTH 13.75" MAX. WIDTH R 110:1 nF11 MAI III i Filllil'm J 7.125" MAX. D.L.O. WIDTH O co O to co Q. gLU7 3OWD 3QCO W 00 a oe, z0 x? o N V A Jy ¢ w Q J Ujs d UV Imo. O o 813.684.3831 srxr:. N.T.S. oaa. BY: TJH CHK. ev: RW U , of _ N n 1 .BASS aFGTION 2 DOOR PANEL m W n" 42 O. ' Od • O n a3 o -. o•. SEE NOTE 5 SHT. 4 x v 41 NOTE 1 SHT. 4 Z 5" MIN. a GLASS THK. xb QEXTERIO INTERIO o ° 0 25 0 FOAM GASKET don m SIUCONE CAP BEAD'p-' p. o 6 0n z m In N o'O 1.68" MIN. PANEL THK. C!.:o42 v• SEE NOTE 5 SHT. 4 O> Y N O GO O 85o LLJC) CW O r\ F- cc CO uj totZIV %I VV BUILDING IV INCli813. 684.3831 out. 08 10 01 owc. er: TJH OK er: RW ii' ji, I:ll'1:RILYLI\ liJ.> I o k. S-2151 slctT 2 or 8 _ 24 8 FXIE810 7 O > SEE NOTE 2 SHT. 4 6 N 00 27 p O S OF. 1 60 INACTIVE, ACTIVE p Q r) c :.: • ; • e... ..., e a -. a o' W CL 3 3 30 Lu JeZ ASTRAGAL RETAINER 1 a BOLT 8.0 ' LG. TOP 1D 6c BOTTOM ( 2) BOLTS IN RI R 22 z xz Z AT TOP do (2) AT BOTTOM SEE NOTE 6 18 3 do ow SHT. 4FOAMGASKETo' 7HORIZONTAI CROSS SECnoa 43 SILICONE CAP BEAD N ^' m 3 ® ASTRAGAL SEE NOTE 5 SHT. 4 34 S 0- mo N 1 43 33 i?m 0 U 7 8 25 omK3 i3 a Va101.75' MIN. EXTERIOf? EMB. EXTERIO h-. 25' MAX. SHIM s a, o 0 I 15" MIN, FOAMGASKETdoSILICONECAPBEAD e `0 •' e Z C-SINK EENOTE43 5 SHT. 4 34 S3 INTERIOR Z Y 4 Y 36 N n S 25 a roW 41 1 6 w 26 9 t 0 29 °< a S NOTE 1 w a v... w 37SHT. 4 13 a SEE NOTE 7 SHT. 4 rnoN O' Q • O 3 ® HINGE JAMB TO SIDELITE Z D 0 !° Y BUILDIMZ CONSUITMfTS. IN' v' Z Y 813. 684.3831 29 i.r'' 41 GJE1 i L']>JL 1 i •V'i.L1 L fiv`c 08 10 01 1 V 11 CA - 1 SCAM 16 B35 SENOTE SHT. 4 DrA, UFACT UL LL N s am. M am. er TJHcNl. er RW 3 N DRWNG No.: i% i1 L 5-2151 3 O SIDELITE TO BUCK OF 8 1. 15" MIN. EMBED. 15" MIN. C—SINK 25' MAX. SHIM SPACE t $EC714 1 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5", 16.5', 27.57. 38.3757, 49.375' & 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE ImACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3. 5". 18.25". 40.5', 59.25', 74.25", 76.25" do 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16GA. x 1/2' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 16GA. x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB. FROM THE TOP DOWN AT 13.5 31'. 48.5' 66". THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE 2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (110 x 1 3/4" SCREW). 1. 15' MIN. EMBED. 15" MIN. rC—SINK I INT RIOR T 2 70NTAL GROSS cECnON 4 HINGE JAMB TO BUCK, FOAM GASKET do SILICONE CAP BEAD Y z In 7uo1 41 SEE NOTE i a SHT. 4 10 25" MAX. SHIM SPACE 3 H I R N U 4 ® STRIKE JAMB TH{ OSIDrELRE U1L..il V,1').Lt: •r V1u J•7/lti. J4.'i,. ... L O :1`r . IFE1 F.F. SEE NOTE 7 SHT. 4 tNA al XoUJJZ z ZO oaNF U Sv) 7NSUlT/JR. IMC 813.684.3831 owG. BY: TJH au. -. RW oawa 4 No: S-2151 m 4 of E SEE DETAIL 'F" SHT. 5 IE= 3' 3" 3" 6" 6" 6. 3' --{ 3' 3' II II 1 I II 13 11 I 13 TYP. 13 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 TYP. 6 SHT. a 13 — G SHT. 5 r TYP. _ SEE DETAIL 13 SEE NOTE H' SHT. 5 D. TYP.4 SHT. 4 14 p' TYP. L 3ESHT. NOT4E 6 6' f— T 1 1 N of N n13 n n o TYP. Ln N i ' cr a to SEE DETAIL-. N D' E" SHT. 5 N 13 - TYP. 1 SEEDETAILC. C. TYP. D• G' SHT. 5 I 1 f 3- I s" E-- a" t to I-- 6' 6' —I I— 6" 6" 6" 3' 3' 3" 6' 6' 6' mm. H!g!Hm %TRn FLORMA B.O.A.Yo 120UBLF DOOR WAID SINGLE DOOR MANUFACTuRER NAME& STET A o. 357' BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 a 13 13 10 0 10 DETAIL " F" DETAIL *H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL T. STRIKE PLATE TO FRAME DETAIL 'G' AT THE THRESHOLD AC SEE NOTE 4 SHT. 4 ouj r, Cr CV 0 co RQO ZO- O: E C) QCO 1, t\ 00 = 813. 684. 3831 Deis O6 10 0 scr: N. T.S. DWO. er: TJH RW DM " NG NO.: 5-2151 scan 5 or 8 CENTRAL FL,:.. .._•:.ilu'l71 o V.!•o U N o SEE DETAIL F( ISHT. 5 ... ._... — JI A 1T i -it' 6" 3" b- ic 6' 3' i-- " 3' - 36" 63. 1-3- 6_ --i. 3 6I I 1 I I I 1 I 1 13 I- SEE NOTE - _- 13 - TYP. _ 3 SHT. 4 SEE NOTE SEE NOTE TYP. SEE DETAIL 3 SHT. 4 - 6 SHT. 4 F" SHT. 5 0 13 "' to Y a TYP.SEE DETAIL - - G' SHT. 5 = c . ...... . 13 - SEE DETAIL 11 SEE DETAIL SEE , , DETAIL TypIn - E SHT. 5 E' SHT. 5 SHT. 5 TYP. TYR J J- SEE DETAIL 'K' .M. 'K' TYP. G' SHT. SEE NOTE "5 14 14 14 _ 1 4 SHT. 4 14 TYP. ryp LL TYP. I I — T 6" 3- SEE NOTE 3" 6" 6 3' 14 4 SHT. 4 6" 3" TYP. DOUBLE DOOR SINGLE DOOR WISIDELJTES 453" GLASS BTTE 463' GLASS BITE EXTE6146 25 1/ 8" TEMPERED GLASS 25" AIR pSPACE o1/ 5- I ETEMPEREDINTERIO i y GLASS 36 ioOTE 1 25' STEEL INTERCEPT 5" TCM L17E INSULATED FRAME SHT. 4 GLASS W! GLAZING DETAIL SPACER 1/ 8' TEMPERED GLASS O ... 0 0 .25' AIR p o . ' o SPACE 0 o. p z Y jE 1/ 8' TEMPERED GLASS 41 INTERIOR 36SEE NOTE J 6 1 SHT. 4 a .25" STEEL INTERCEPT SPACER 5" INSULATED GLASS 1Yz BTS LITE FRAME W A71NG DETAIL 3 I 813. 684. 3631 m08100 N. T. S. TJH K. BY: RW rrnc NO.: 5-2151 m 6 OF 8 4.563' N L 20 21 ," 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE 28 ILL 097' 4 x 4 STEEL DOOR HINGE 10 1.531' 42 SIDELITE TOP k BOTTOM RAIL FINGER JOINTED PONDEROSA PINE m 33 PLASTIC UP _ LDF FRAME EXTRUDED_BIS F1. 2.1. 691 an L INSWIN SIDELITE 15 BOTTOM BOOT 0.09' EXTRUDED VINYL WALL O m o in L . :. l 1.531 --I OFC, TOP RAIL WOOD COMPOSITE F— 1.077" t=,_11.531 " CIMCt rrc CI eN1r CII]F STII E 36 FINGER JOINTED PONDEROSA PINE 1.264' O ^, ry_ n Iao N FC. LATCH SIDE ST71 F COMPOSITE 526' 2.713" 1.255 • -1 T 04 j 77 F!: WOOD HINGE SIDE STILT 5.75" T 1 N FC BOTTOM PAL n CFI F wnu1STINC SAr DLE THRESHOLD 19 WOOD COMPOSITE al tIMINtI MNYL .045' WALL ALUM 080" THK. WALL VINYL TYP. I Of SS BOTTOM RAIL i WOOD COMPOSITE 2.375" ----{ N vo L -T 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE Q go= a:ZOn lfi OIUO O:DO Nco 2 813.684.3831 N.T. S er: Tip ar RW 5-2151 7 a I 1 O m FIBERCIASSIC DOOR SKIN .110' MIN. THK FIBERGLASS V nOW-TRU wilh yield Aw4th F mn 6.000 Psi FIBERGLASS 2 PAL 1.531' x .94 THO W-TRV MOOD COMPOSITE M1T00 3 FC. LAILH -TRU• MOOD COMI' RE 1.531 x 1.109 WOOD COMPOSITE 4 HW STA.E RW-TRU PONDEROSI PNE 1. 1 z I'" WOOD . 5 FC. BOTTOM RAIL 1.531 x 115 TF MA-IRV MOOD COMPOSITE wow COMPOSITE 6 POLYURETHANE FOAM BASF 1.91bs. S FOAM 7 SHORT REACH COMPRESSION WEAThWRIP -TRU FOAM 8 LOW REACH COMPRESSION WEAMnW - FOAM 4 x 4 HING 097 THK. ERMA-TRU STEEL 10 hO x 4 . PFH WOOD SCREW 10 From 11 SS L;OTR II RII 1931 r 91 IMM-IRV WOO C0ldvM m COMPOSITE 12 13 AVID z LG. PFH WOOD SCREW 8 x 1 2 LG. PFH WOOD SCREW STEE ST EL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG. STEEL 1 I UTE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK PSIWAO SADOIf INZES W UM. OOD p x 1.2 R (IFIERIM-MV, NE W000 21 z _ WOOD y r .IAMB - FWF W 3 KWIKSEF TITAN 70D SERIES DEADBOL7 4 ASTRAGAL WINDJAMBER N WR68T .052 WALL ALUM. 6063-T6 5 GLAZING 1 2 INSUTAIE0 TEMPERED GLASS G S 2 SS TTIERW-TRU, PONDEROSA F9E t.1 z 1.531 WOOD 27 8 8 x 1 LG. PANHEAD SHEET METAL SCREW INSWING DOOR BOTTOM SWEEP STE NYL 29 WOOD 30 31 FC MOOD LOCK BLOCK 2-M x 1.515 POIDEROSI S19E 1HENA1,1RU, MOOD 1.183 x IWI WOOD WOOD COMPOATE 2 CELLULAR GLAZING T STIK-II TAPE 33 LIP UIE FRAME 915. IHERW-7RU STS 34 pl -TRU 35 4.563 x 1Z5 BLANK WM8 -TRU PONDERDSI PME 00 36 9MM SIDE YU -TRU 1.531 x .G56 POIAEROSA FINE WO D 7110 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 SS TOP RAIL 1.511 x .94 1!#RW-lAU N000 Km Ca10OSa 39 USED 40 SI CONE CAULK SILJCONE 41 8-1D x 1 1 2 PLASCREW FOR ITEM 34 STEEL 42 SOEUTE TOP & SPIN RYL -TRU, 1531'x-Zr Fpli1M PIQ WDOD 43 8 x 2 LG. PFH WOOD SCREW STEEL jam-- 1.531" T I a SS. TOP RAIL WOOD COMPOSITE 1 .592" 1 N — rn 00 O--{ .179" LONG RL H MPR I N WF/1THERSTRIP FOAM CELL CORE W NYL JACKET 3" N N T79" F rn O7 .171 h- COMPRESSION WFATHFRSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357' DIA. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WR687 STRIKE PLATE ecru ctnc G711 F COMPOSITE 8.0 MIAL: CICSHOMAELLOW E 1.537' F-- 1.316" •---1 M 26 SG WOOD HINGE SIDE STILE ai ASTRAGAL HAS r. (2) 8.0" N BOLTS ® BOTTOM N BOLTS 70P 1.767' — 24 WINDJAMBER 11 WR687 ASTRAGALL (ALUMINUM 052W 1129 BVI 11 INNTiS. ING 813, 654.3831 L• 08 10 01 N. T.S. a er: TJH K. Sro RW wrma no S- 2151 m A a 8 3UN-21-2002 09,52 MILESTONE WINDOWS 407 323 9729 P.02 1' . 1fiAME=deis June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 407) 836-5760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits for Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings Identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (Le., buck thickness less than 1 14") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 1/2" are acceptable as non-strvcturhl attachments when the window, door or mullion is installed using -a 3/16"concrete screw with a minimum embedment on 1 'k'. Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed .1.'/A". The drawings dearly delineate the requirement that a minimum embedment depth of 1 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, Sanford, FL 32771-1600 - (407) 323-3300 - Fax (407) 322-3337 TUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE EaMoruso.ipe@)floridaextniders.c6m Ug9llpip Florida PE license No. 49752 Florida Extruders Intemational, Inc_ ` iFICq Gsp Certificate of Authorization No. 9235 = F No. 4 5 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G35-23.001, F.A_C. A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. nie: 2W2-LIR; R3;t-009 2540 Jewett Lane, Sanford, F! 327y1-1600 . 447 323-3300 • • ) Fax (407) 322-3337 2 Universal Forest Products K f Re: 53908744 Centex Homes Orlando 3514 2nd. Floor The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53908744 FG13 53908744 FT1 53908744 FT01 53908744 FT2 53908744 FT5 53908744 FT7 53908744 FT8 53908744 FT9 53908744 FT12 53908744 FT13 53908744 FT14 53908744 FT15 53908744 FT16 53908744 FT21 Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5 My license renewal date for the state of Florida is February 28, 2005 3/22/2004 John M. Pr ey License # 55886 The sea on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 fax: (336) 476-9146 5 I russ type i City Ply Centex-Orlando/3514 2nd/jsk/5-19-353908744FG1,3 F OCR : a;«u: ?usa. I non; : w 0 1 1 Universal `;st'Products,lnc., Burlington, NC 27215, Jeff Kerr .Job Reference o tional 5.000 s Feb 20 2003 MiTek Industries, -Inc. Mon May 19 14'27;30 2003 Page 1- Scale = 1:34, 7x8 = - 3x6 FPS 7x8 c - 7x6 3x6 FP= ' 1,5x3 - A 13 0. D. - E6 If E 6 ll 3x6 It 7x6 = 7x8 = 7x8 Ft I J - K j v U. 7x6 - 7x10 M1118H T S B , 7x8= 7z6— Q P, O N. M3x6II3X10M08HFP= 3X10 M1118H FP- — 7x8 = 7x10 MII1eH 7x8 3x6 ll, 7x6 - {; 3-10-13, 6-3-0 8-7-3 10 11-6 13-3-9 15,7-12 17-11-15 19 6 8 ¢ Plate Offsets X Y : 19-6-8 IA:Ed e 0-3 0 A:0-1-8 -0-8 K:0-1-8 0-0-8 , fK:0-3__ p Edye L:Ecl e,0-3-0 LOADING. 1 fW:Eii e9 ,0 3-0 TCLL ( psf) SPACING ; 2-0-0 . CSI T40.0 Plates Increase 1,00 DEFL in (toe)' I/deft • PLATESTCDL10.0 Lumber Increase: 1.00 TC 0.65 Vert(LL) -0.51 q,R >456 GRIP 9BOLL0_0 BC 0.76 Vert(fl_) 0.70 Q R >327 7.L20 245/193 € Rep Stress Incr NO We 0 77BCDL . 5.0 Code No Horz(TL) `o.11 L h/a ? Matrix) 1 st LC LL Min I/deft = 360LUMBER Weight: 170 lb TOE? CHORD 4 X 2 SYP.No.2 BRACING BOT CHORD` 4 X 2 SYP SS TOP CHORD Sheathed or 4-9-4 oc purlins, except end verticals. I WEBS 4 X 2 SYP: No.3 DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) L=2683/0-8-0, W_.2683/0-8-0 FORCES (lb)< -First Load Case Only 3 TOP CHORD A-W=-2668 K-L=-2668; A=B -3033, $ C 7267 C-D=-7267, D-Ec-10155, E-F 11581; F-G_-115E)1 G-H--10155, H-1=-7267, I-J=-726BOBCHORDVW=O, dJ V 5586, T-U=907 S-T=11216 R=S_l121.6, q R=1;1,422 P-C? 112- O-P=1121-11513=9075, M.-N=5586, -M6WEBS 7 J K=-3033AV=3845 B V_-3475, B-U=2139, D-U=-2410; D-T=1469, E T=-1444, E-R=497, F-R- 464,.E-q- 464, G-Q-497, G 0=-1444, H 0=1969, H N=-24f0, J-N=2339, J M=-3475, K-M=3845 i NOTES (3) i 1).AII plates are TL20 plates unless otherwise lindicated. . 2) Recommend 2X6otherstrohybacks; on edgey spaced at 10-0-0 oc and fastened to each truss with 3 16d nails, Slrongbacks to 6e attached to walls at their oarestrainedbyothermeans. 9 , 3) Truss shall be fabricated per A1J51/TP1 1-95lquaNty requirements Plates shall be of size and type shown and centeredouter ends or . where indicated'and within 4" of interior joinks..Bracing indicated on this sheet is to reduce buckling of individual members' ' permanent bracing required for the overall building design. Building Designers verify all desi n informati at joints unless otherwise noted. Provide bracingrequirementsofthespecificbuildingandgoerningcodesandordinances. The truss designer gn no do r onlor co does' not replace erection andinformationasit,may relate to a specific building. Any references it job names truss design .r accepts for administrative this sheetforconformance correctness with racy io he de e nd certification of the truss designer: rresponsibility for the correctness or, accuracy of the dell jn 6fIPurposesmyandarenotpartofthereviewqr; i OAD CASE(5) Standard Floor: Lumber Increase-1.00, plate Increase=1.00 UniformLoads (pit) Vert: L-W=-10.0, A K=-270.0 stomer No: 11045` Customer Name: CENTEX HOMES ORLANDO ntractor/Job: 3514 ALL ELEV. 2ND ELR Date. Re:c : DShap No: _ E rawNO:53908744FG13'. e 7Job Truss Truss Type' FT1FLOOR r hest Products, Inc_ Burlington, NC 21215, Jeff Kerr 3x6 TL20 FP= A 6 C D F c I1 I 1 IJ 5.200 s Sep 30 2003 C. 3x6 TL20 FP- 3z4 Tt20- I 18-6-8 18-6-8 FBC DING (lost SPACING 2-0-0 CSIL40.0 Plates.lncrease 1.00 DEFL in (lob) 1/defl Ud PLATES GRIPL10.6 TC 0.05 Ved(LL) n/a n/a 999 TL20LumberIncrease1.00 BC 0.01 Vert(TL) n/a 245/163' L 0.0 Rep Stress Incr YES. WB 0.03 n/a 999 L 5.0 Code FBC2001/ANS195 Horz(TL) 0.00 Q n/a n/aMatrix) LUMBER Weight: 81 lb TOP CHORD 4 X 2 SYP No.2 BRACING BOT CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end.verticalsWEBS4X2SYPNo.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 6-8, AD=148/18-6-8, AC=146/18-6-11, AB=147/19-6-8, AA=147/18-6-8, Z=147/18-6-8, Y=147/18 A6-8, REACTIONS (lb/size) Q=47/18-6-8, AF=56/18-6-8, AE=442/18 Max HorZAF=6(load case 1) X=147/18-6-8, W=144/18-6-8, U=145/18-6-8, T=146/18-6-8, 5=149/18-6-8, R=137/18-6-8 i FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD AF-AG 50/0, AG-AH=-50/0, A-AH=-50/0, Q AI -42/0, P-AI=-42/0, A-B=-6/0, B-C=-6/O;.C-D=-6/0, D.-E=-6/0, E-F=-6/0, F-G=-6/0, G-H=-6/0, H-I 6/0,.1-J=-6/0, J K= 6/0 K L=-6/0, L-M=-6/0, M-N=-6/0, N-O 6/0, O-P=-6/0BOTCHORD AE-AF 0/0 AD-AE=O/0, AC-AD=O/0, AB-AC=O/0; AA-AB=0/0, Z-AA=0/0, Y-Z=0/0, X-Y=0/0, W-X=0/0, V-W=0/0, U-V=0/6, T-U=0/6, S-T=0/6; R-S=0/6, Q-R=0/6 WEBS B-AE- 131/0 C-AD=-134/0, D-AC 133/0, E=AB==133/0, G-AA 133/0, H-Z=-133/0, I-Y- 133/0, N-S=-136/0, O-R=-125/0 J-X=-133/0, K-W=-133/0, L-11 133/0, M-T=-133/0 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom', chord bearing, 3) Truss to be fully sheathed from one face or securely braced ag4) Gable studs spaced at 1-4-0 oc. ainst lateral movement (i.e. diagonal web). 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d.nails. Strongbacks to be attached to walls at their outer ends orrestrainedbyothermeans. 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 bracinga where indicated and within 4." 'of interior jointsBracing 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 certificationofthetrussdesigner. LOAD CASE(S) Standard I J q. 3ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744. contractor/Job: 3514 ALL ELEV. 2N.D FLR Date Req:05/21/2003 Draw No:53908744FT1 l r us5 I Ype i F> 01 I QtYE=nalnd/ isk/5-19- 3FLOOR31Products,lltc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 1914:15:46 2003, Page 1 j Scale 1:38, A. B 0 D E p, a 3x6 FP- H f J R L M N p1111It1S1S151 P Q R S T f 1 1 _ 1 t 1 1 t A o v 3x6 FP- 3x4 = 4: 23-10-8 LOADING sf 23-10-8 i TCLL (P ) SPACING 2-0-040.0 Plates Increase CSI DEFL in (loc) I/dellTGDL10.0 1.00 TC 0.05 PLATES GRIPBCLLLumberIncrease1.00 BC 0.01 in n/a n/a0:0 Rep Stress Incr YES Vert(I-L) n/a TL20 245/193BCDL5.0 Code we 0.03. Horz((rL) 0'.00 U n/a FIB (Matrix) n/a LUMBER ) 1st l_C LL Min I/defl = 360 Weight: 104•lb TOP CHORD 4 X 2 SYP No.2 BRACINGBOTCHORD4X2SYPNo.2 TOP CHORD Sheathed or 6-0.0 oc purllns, except end verticals. WEBS 4 X 2 SYP No:3 BOT CHORDOl-HERS 4 X 2 SYP No.3 Rigid ceiling directly applied or 10-0-0 00 bracing. REACTIONS (lb/size)' AN=56/23-10 8, U-4 I/23-10 e, AM=143/23-.10-e; AL=148(23-10-81 AK=146/2a-10-8 AJ=147 . AG=144/23-10 e, AE_145/23 10-8;AD-147/23-10-6, AC=147/23-10-8,.AB=147/23-10-8, AA-147/23-10-e, Z7/23-10- 10-8 Y=14 23-10-8, AI=147/23-i0-e; AH=147/29-10 8, X=146/23-10;8,. W=id9/23-10-8; V=137123-10-8. Max HorzAN=6(loadcase1) 7/23 io-8, FORCES (lb) - First Load Case Only I TOP CHORD AN-AO=-50, AO -AP 50, A -AP- 50 U-AQ-42, T-AQ=-42, A-B=-6, B-C- 6, C-D _ M N_ 6, N0= 6 O P=-6, P Q- 6 Q_R=-6, R-S= 6, S-T=-6 BOT CHORD AM-AN_AL-AM 0; AK -AL 0, AJ-AK=o, AI-AJ=O, AH-AI=O, AG-AH=O, AF-AG=O, AE AF=6; AD AE=6 G 6, G-H=- 6, I 1=1=-6, I-J=-6, J-K=-6, K L_ 6, L•M=•6, X Y=6, WX=6, V-W_6 U-V=6 , AC-AD=6, AB- AC=6, AA-AB=6 L-AA=6 .Y-Z=6 WEBS B-AM=-131, C- AL= 134, D-AK-133, E-AJ=-133, F=q1==133, G AH=-133, H ACs 133; I-AE=-133, J-AD=-133; P-Y=133, QX=-133, R-W=-136, S-V=-t25 K AC= 133, M-AB NOTES (g) =-133,.N-AA=-133, O-Z=-133 1):All plates are 1.5x3 TL20 unless otherwise I dicated. 2) Gable requires continuous' bottom chord beI dic. ully 4)'Gabl to studsspasheatheded1- 4- from one face, hearing. securelybracedagainst lateral movement ( i. e, diagonal web). 4) Gable studs spaced at1-4-0 oc. 5) Recommend 2th st eans.cks., on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nail's. Strongbacks to be restrained by other means. 6) Where ndi be fabricated per ANSI/TPI 1-95 uality requirements. Plates shall be of size and type shown and centered at joints unless o where indicated' and within 4" of interiorjoint$$ Bracing indicated on late sheet is to reduce d typn of attached t walls at their outer ends or permanentbracing required for the overall brilding design. Building Designer shall verify all design information on: this sheet'ly conformance noted. Provide, bracing requirements of the specific building andgoverningcodesandordinances. The truss designerac accepts no'respon;> this lity forthe cordrecotne soor accuracy ac.ace r o erection andInformation as it may relate toaspecifiabuilriinronformancewithconditionsandcertlfication)of the truss designer. 9• Any references to job names and locations are for administrative purposes only and are not part of the review design y f the design OAD CASE(S) Standard fstomer No: 1.1045usto,mer Name: CENTEX: HOMES Q Intractor/Job: 3514 ALL E:LEV, 2ND FLIP Date Red; RLANDO Shop `IVo: .,. -.:. Draw No:53908744FT01 loss I uss 1YPe 53908744 F'T2 QtY Ply Centex-Orlando/3514 2nd/jsk/5-19-3 l ILLLTCJCfR'- ms, 1 q 8 1. Universa esf'Products,lnc., Burlington, NC 27215, Jeff Kerr' Job Reference o tional 5.000 s Feb 20 2003 MiTek Industries,, Inc, Mon May 19 14.15:46 2003 Page 1 130 1F-- 1-7-12 I Scale a 1i30. 1.5x3 _ , • - 3x4 = L5x3 — 3x6'—' _ 3x6 Fppp— 3x4 = A _ g , _ C p I 1.5x3 II 1.5x3 II 3x4 3x4.= G H 1.5X3 II I E F 3x6 - 1.5x3 v I' K d - 3 W U W a 2. ? R n 3%4 = 3X6 - 3X4 = - 3 Q P - 01 N M. _ 3x4.= 3x4 =3x6 FP= i3X6. , 3X6 i I, 2-9-0 5_3_0 e 1 12 10-4-12 13-3 8 15 9_8 18-6-8 iPlateOffsets`X18-6-8 Y: P:0-1-8 Ede Q!0 1 81 Edge] LOADING ( psf) SPACING TCLL40.0 12 0_0CSf DEFLTCDL Flatesancrease .00 TC 0,35 in (loc) I/deft PLATES 10.0 Lumber Increase 1.o0 Vert(LL) -0128 p_p >784 GRIP BOLL0.0 Rep Stress Incr L YES BC 0.91 Vert TL TL20 245/193 --, BCDL5.0 1NB 0.43 ( ) 0.38 P-Q >571 CodeFBQ2001Horz(TL) o.08 L n/a Matrix) 1st LC LL Min.. = 360 . LUMBERWeight: 94 lb TOPCHORD4X2SYPNo.2 I BRACING BOTCHARD4X2SYPNo.2 TOP CHORD Sheathed or 6 0-0 oc purlfns, except end verticals. WEBS4X2SYPNo.3 BO f CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS ( Ib/size) : L=996/0-3-6 T=1003 0-8-0 FORCES ( lb) First Load Case Only TOPCHORDTU_-38 U-V=-38. - J K=-2 A- V— 38 W= 38, K-W=-38, A-B=0 B-C-1801 C•D= 3003, D-E=-3003, E-F=-3745, F-G_-3745, G-H=-3745 H-I=-30Z6 I J 8 DOT CHORD 5 T=1035 R-S=2539, Q-R=3I39 P WEBS8- 7=-1406, J-L=-1432, 8-S=1066, J-M=1057, 745, OC-S= 1027 N M= 10j 8, C-q=64491 0 636, E-R=-606 : H-0 -5 1 38 NOTES. ( 2) 95, E-Q---375, H-P=356, F-Q=_190 G-P=-183 1) Recommend 2x6 strongbacks, on ed e,.s restrainedbyothermeans. y Peed at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls' at their'outer ends or 2) Truss shall be fabricated witdper ANSIftPI 1-95lquality requirements. Plates shall be of size ancft a shown whereindicatedandwithin4" oflnteriorjoints: Bracing indicated on this sheet is tof size a d type oPind' Permanentbracingrequiredfor. the overall building design. ,Building Designer shall reduceverif : YP wn and centered at joints unless otherwise noted, Provide bracing requirementsoftheSpecificbuildingandgoverningcodesandordinances, 9 wfduai members only and does not replace erection and informationasitmayrelatetoaspecificbuilding, Any references i job names and l desi Ins are for information on this sheet for conformance with conditions and Thetrussdesignenacceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigncertification.of the truss designer. administrative purposes only and LOADCASES) Standard are not part of the review. or B Istomer No: 1045 Cu,sto_mer Name: CENTEX HOCVYI=S ..O ntractor/Job; 3514 ALL L-LEV. 2ND FLR' Date,Rec, RLA 3DOD Shop No; raw No.53908744F'T2 l wty rcy t entex-Urlando/3514 2nd/sk/5-19-353908744Ff5FfOORE f x, Universal Folsst Products,lnc., Burlington, N .27215, Jeff Kerr Job Reference o tlonal 5.000 s Feb 20 2003.MiTek Industries, Inc, Mon May 19 14.15:47 2003 Page 1 1-a —I 1 7-12—( 2 0.0 1 1 4 Scale P 1:25, 1.5x3 11 - 1.5X3 = - 1.60 = 30 = .. 4 = 3x4 = 1,5x3-.11 3x5 c D E F3x4 _ 3x4 = 1,5x3 = R G H 3 4. S Q ov i P O I 3x4 = 30 N M L I - 3x4 = 3x4 = IC 1,5x3 If 3x4 = 3X5 = - Jx4 8-3-4 - tl 1 2-9-0 5-3-0 8 3-4 ji i 1.0.3-4 11-6-0 14 0 0 t5-6-0 15 6-0 Plate Offsets X Y : , F:0-1-8 Ede H:0-1-8 Ede M:0-1 8 Ed e LOADING (psf) SPACINGTCLL40.0 2 0 0 CSI DEFLPlatesIncrease1.00 TC 0.62 In (loc) I/defl PLATES GIMPTCDL10.0 Lumber Increase 1.00. Vert(LL) -0.23 M-N >791BCLL ' p,0 BC ! 0.83 Vert(l L) 0:32 ' M-N >567 TL20 245/193BCLLRepStressIncrYESWB0:425.0 Code FBO2001 Horz(TL) 0.04 I n/aMatrix) 1 stLC LL Min I/deft = 360LUMBER Weight:•79lb TOP CHORD 4 X 2 SYP No.2 BRACINGBOTCHORD4X2SYPNo.1 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.' REACTIONS (lb/size) P=835/0-8-0, 1=829/0-3-8 FORCES (lb) First Load Case OnlyTOPCHORDP-Q=-36, Q-R=-36, A R=-36, I S= 828, H-S— 827, A-8=0 B- _ B.OT,CHORD 0=P=853, N-0=2016, M-N=2567, L-M=2501, K-L=2501; J-K=1528, 1-J=43. C 1442, C-D=-2328, D-E=-2501, E-F— 2501, F-G=-1986, G-H=822WEBS E-M--42, F-L=197, B-P=-1159, B_0 619, C-O_ 799, C-N=434, D-N=•333, D-M= 82, H-J=1059, G-J=-982„G-K=637, F-K=-742NOTES ' (2) 1) Recommend other rongbacks, on edge, sp-11 aced at 10-0-0 oc and fastened to each truss with 3-16d nails. Stronybacks to be at to walls at their outerbyother ends.or I 2) Truss shall be'fabricated per ANSI/TPI 1-95 quality requirements. Plates shalt be of size and type shown and centered atjoints unless otherwise noted, Provide bracingwhereindidatacandwithin4" of interiorjoin s. Bracing indicated on this sheebis'to reduce buckling of individual rnembers only and does not replace erection and. Permanent bracing required fo[the overall b tiding design.. Building Designer shall verify all design information l this sheet for conformance with conditions and yrequirementsofthespecificbuildingandgoerningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy I information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or ` 1 certification of the truss designer, curacy of. the design j'_OAD CASE(S) Standard i Stomer.:No: 11045 Customer Name: CENTEX HOMES ORL 45 ntractor/Job: 3514 ALL ELEV. 2ND 1=LR Date Re - ANDO Shop No: ^-- Draw No:5390d744F'T5 b3908744 , FII. O,G,R 4ky rry. u.4 2nd/jsk/5-19-3 Umveisairs, c.,BurlingtoJob Reference optional) Ia,rK:000 s Feb 202003 MiTekIndustries,In.,Mon May 19 14:1.5:47 2003 Page l Scale = 1:32, q 6 F Q 3x6 FP= E K L M N O P Q R A y Us FP= S i F I I 20-6- 0 20-6-0 ; LOADING (psf) SPACING TCLL 40.o 2 0-0 CSI DEFL TCDL Plates Increase 1.00 TC 0.05 in (loc) I/ dell PLATE GRIP 10.0 LumberIncrease1.00 Vert(LL) n/a n/a TL20 BCLL 0.0 _ Rep Stress Inca YES' BC 0.01 - Vert(TL) n/a It/a- 24S/19,3 BCDL 5.0 , Code WB 0.03 n/a 0.00., S n/a FBC2001 Matrix I ( ) 1st IC.LL,-.Mjn I/deft = 360` Weight: 90.Ib LUMBER I , TOPCHORD4X2SYPNo.2 BRACING BOT CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or6-0-0 oc purlins, except end verticals. WEBS 4 X2SYPNo.3 BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. OTHERS 4 X2SYPNo.3 REACTIONS (lb/size) S=- ,". - 5/20-6 0, AJ=53/20-6-0, AI=146/20-6-0, AH=147/20-6-0, AG=147/20-6-0, AF=147/20 6-0, AE=147/20-6-0, RD 147/20-6-0 AC=147/20-6-0 AB=147/206-0, AA=147/26-6 0, Z=145/20-6-0, X=144/20-6-0, W=147/20-6-0, V=145/20-6-0, U=152/20-6-0, TAD0 140-6-0 Max Horz AJ= 4(load case 1) Max UPliftS=-5( load case 1) FORCES (lb) - First Load Case'Only . TOP CHORD AJAK- 48 AK -AL 4&, A-AL=-481 S AM--10, AM-AN-1.0, R-AN=.10, A-B I< L 4,.L M=-4, M N -4, N-O 4, O-P 4 P-Q=-4 4, B-C=-4, C-D_ 4, D-E_-4, E F=-4, F-G--4,.:G-H=-4, H-1= 4, I J=-4, J-K=-4 ' I _ - BOT CHORDB- l=-1 , A1=0, A 4, D-A , AF-AG_0, AE AF 0 AQD AE 0, AC-AD-O,. AB AC 0 AA-AB=O, Z-AA=0, y Z-O, X-Y 4, W-X=4 V W=4, U-V=4, T-U=4 S-T-4 WEBS B AI=-132 C AH--134, D-AG=-133, E-AF--133, G-AE_ 133, H-AD,-133; I-FlC-,133, J AB=-133, K AA 133, LZ=-133,-M-X=-133, N-1N- 134 O-V-13 P U_-138, Q-T=-104 NOTES (7) I 2, 1) All plates are 1.5x3'TL20 unless otherwise i tdicated. 2) Gable requirescontinuousbottomchordbeinis3) Truss to be fully sheathed from one face or'securely braced against lateral movement (i.e. diagonal web). 4) Gable studsspacedat1-4-0 oc, 9 5).Provide mechanic at connection -(by others) ©f truss to bearing plate capable of withstanding 5 lb uplift at joint S. 16) Recommend other, strongbacks, on edge; spalced at 10-0-0 oc and.fastened to each truss with 3-16d nails: Strongbacks to be attached to walls at their restrained by other. means, 7) Truss shall be fabricated per ANSI/TPI 1-95lquality requirements, Plates shall be of size and type shown and centered at'oi outer ends c where indicated andwithin4ofinteriorjoints. Bracing indicated on this sheet is to reduce buckling of individual members onl and Permanent bracing requiredfortheoverallbuildingdesign. Building Designershsheet to verify all design information on this eetf ny unless otherwise noted. Provide bracing y. does notreplaceerectionandVrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designeragn information no responsibility fort for co of information as Itmayrelatetoaspecificbuilding: Any references to job names and locations are for administrative purpoty for t e mnly andrarennot partof the evie ons and , certification of the truss designer. ctness or accuracy of the design w or OAD CASE(S), Standard i L n 1St0merNo:, 11045 Customer Name: CENTEX HOMES 0 c RLANDO whop No: lntractor/Job: 35,14 ALL ELEV. 2ND FLR Date Rec1:G - 3 braw.No 53908744 FT7 a 53908744 FT8 F IOO,R Universal Forost Products,lnc., Burlingtgp;gNC'' 21215, Jeff Kerr QtyLL_ ex-Orlando%35,142nd/1sk/5-19-3 v 11eference o tlonal 00 s Feb 20 2003 MiTek Indust f Ires, nc. Mon May 19,14:15;48 2003 Page 1 S scale a 1:34. 5x4 = 1.5x3 = 3x4 = 3x5 = 1,5x3 = K Y . Y P 0 N M 3x4 = 3x10 M11181-1 FP= 5X5 = 1.5x3 II 3x5 = Seat Plate Here e-e 6_6.0 9-1-8 14-0-0 16-6-0, 19-0-0 20 Plate Offsets .X Y : A:Ed e 0-1-8 K:0-1 8 Ed e 20-6=0. Q:0-1-8 Ede fR:0-1-e Ede ' LOADING (psf), SPACINGTOLL40.0 2-0-0 CSI DEF'L in (loc) I/dell PLATESPlatesIncrease1.00 TC 0.48 Verf(LL) 0.40 Q"R >607 GRIPTCDL10,0 Lumber Increase 1.00 TL20BCLL0.0 Rep Stress Incr YES BC o.87 Vert(TL) -0.55 Q-R >441 245/193 BCDL Code W8 0.595.0, FB 2001 Hon_(TL) ' 0.09 L n/aMatrix) 1st I-C LL Min I/deft=360LUMBER Weight: 10416 TOP CHORD 4 X 2 SYP No.2 BRACING BOT CHORD 4 X 2 SYP No.1. TOP CHORD ; Sheathed or.6-0-0'oc purlins, except end verticals, WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) , L=1107/0-8-0, V=1107/0-8-0 FORCES (lb) - First Load Case OnlyTOPCHORDV-W=-1100, W X=-1'100J„A-X L- 100, L-Y-=1H-I= 3931, I J= 2809,K2 100, Y-Z=-1100 K-Z 1100, A B,=._1082, B-,C_2809, C-D_ 3931, D-E=-3931, E-F==4567, F-G=-4567, G-H— 4567S=eOTCHORDUV=O, T-U=2093 T=349_R4336Q-R=4567, P-Q=43.36,0-P=3499N-0 3499M-N=2093, L-M=OWEBS A U=1471, KM=1471, B Ujjj405, J-M=1405B-T=996, J-N=996, C-T9F-R=-171, G-CI60..C-S=601, I-P=601, E-S-564, H-P=-564, E-R 301, H Q=301, NOTES (3) 1) All.plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 1,0-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks 10 be attached to walls at their outer ends or restrained by other means. 3) Trussshallbefabricatedper ANSI/TPI 1-951quality requirements. Plates shall be of size and:type shown and centered atjoints unless' otherwise where indicated and within 4" ofinteriorjoints, Bracing indicated on this sheens to reduce. buckling of individual members only and does not replace. erection and permanent bracing required for the overallbluildingdesign. Building Designer shall verify all design information on this shed[ for conformance with e.ere tionand racing requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate toaspecificbuiltIng. Any references to job names and locations are for:administrative purposes only and are not part of the f view. or the deli certification of the truss designer. LOADCASE(S) Standard rx I I i i I 4 justomer No: 11045 Cust) mer Name. CENTEX HOMES ORLAN 00 Shop No, !n ractor/Job: 351.4 ALLELEV. 2ND FLR Date Re :i q Dr'aw No:539bol441-1d 1-3-0 3x5 8 3x4 = 3x6 FP- 3x4.= 1. 5x3 II 1:5x3 II 3x4 = D E F O, H IV D r 1.5x3 S II 5x5,= 3x5= R Q 3x4 = '3x4 = ' 3z4 = 9- 3_e UrY rIY Centex-Orlando/3514 2nd/jsk/5-19-3 53908744 FT9 F I OC R 4 1 rsf ct 4 Universal For.st-Products,lnc., Burlington, NC 27215,.Jeff Kerr Job Reference o tional K 5;000 s Feb 20 2003 MiTek.Ind ustries;,Inc. Mon May 19 14:15:48.20.03 Page 1 1 30 { 150 200- { 1i —{ bScale = 124:1 5x4 = 1.5x3 = 1.5x3 3x5 - 3 d = 3x6_FP= 3x4.= 1.5x3 11 1.5z3 II 3x4 = 5X4 A 8 C ?: D E F G H 3x4 — 3x5 K 3 W '. Y w 2. v 0 T S 1.5x3 11 5x5.= ,3xB= ..3x4= Ft Q P iJ M. 3x4 = 3x4.= 3x4 = 3x10 i M1118H FP= 5x5 0 3x4 b r 1 6 0 4-o-0 9-2.0 11-5-0 14-1-0 16-7-0 19-1-0 1 20-7 0 Plate'Offsets X Y: A:Ed e 0-1 e K:0-1'-e Ede 20-7-0 Q:0-1-8 Ed e R'0-1-8 Ed e LOADING (psf) SPACING' 2-0_0TELL40.0 Plates Increase i.00 CS I' DEFL. in (too) I/defl PLATESTCDL10.0 TC 0,49 Vert(LL), =0.41 Q-R >595 GRIP BOLL Lumber Increase 1.00 BC 0 89 TL20 245/1930.0 Rep Stress Incr YES Vert(7'L) -0.56 Q-R >432. BCDL 5.0 WB,,, 0.59CodeIFBC2001 Horz(TI-) ` 0.10 L n/aMatrix) 1st LC LL Min I/deft 360LUMBER Weight: 104 lb TOR CHORD 4 X 2.SYP "No.2 BRACING. BOT CHORD_ 4 X 2 SYP No.1. TOP CHORD Sheathed or 5-11-3 00 purlins, except end verticals. WEBS. 4 X 2 SYP No.3BOl CHORD Rigid ceiling directly applied or 10-0-0 or, bracing. REACTIONS ( Ib/size) L=1109/0-3-8, V=1115/0-8-0 FORCES ( lb) °- First Load Case Only TOPCHORDV-W=-1108 W-X=,1108,.A-X 1108, L-Y 1103 K-Y-- IJ -2869 J-K=-1141 1102, A 8 -1091; -B C=-2834, C=D=-3973, D-E=-3973; E-F=-4634, F G=-4634, G-H= 4634, H 1= 3995, BOTCHORDUV=O, T U-2110, S-T=35321 R-S_4387, Q-R=4634, P-Q=4401, 0-P=3561, N70=3561, M-14=2152, L-M=57 WEBS. A U= 483, 177, G Q--1 s9 K M=1474, B-U=-1417, J-M 1407 F-R=-177 ,, B-T =1007, J,-N=997, C-T=-971, 1-N 962, C-S=613,1-P=604, E-S=-576, H-P= 564, E-1=319, H-Q=301, NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2X6other rMeans. backs, on edge,, spalced at 10 0-0 oc and fastened to each truss with 3 16d nails. Strongbacks to be attached to walls at their outer ends or Yp quality q restrained b. other means 3) Truss shall be fabricated per ANSI/TP11-95Ic uallt requirements, Elates shall be of size and type shown and centered at joints unless otherwise noted. Provide br acing racingwhereindicatedandwithin4oflntenorjants:,Bracing indicated on this sheet is o reduce buckling of individual members only and does not replace erection and permanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design, information on this shei3t;for conformance with conditions requirements it the relate; building and and, ordinarices. The truss designer accepts noaesponsit ilityforthe correctness awith cof t information as it may relateto. a specifid building, Any references to job names and.locations are cepa no.'respone purposes a Iof the and i certificationofthetrussdesigner.accuracy review design. p p. my and not part of review or I LOAD CASE(S) Standard r i l i J' ast0Fh&' N0: 11045 Customer Name CENTEX'HOIVIES 0RLAND0- Sho p No: ntractoi,/Job.3514• ALL ELCV. 2ND I-LR Date Req ) Draw No:53908.74.4FT5 r744Fs^ FILOORy C ayz City Ply Cenfex-[Centex2nd/jsk/5-19-3, r ^^' tl.v'at jr."s a ,t..? Job Y gg t- E inc., Burlington, N 27215, Jeff Kerr Reference o tlonal 5. 000 s Feb 20 2003 MiTek.lndustries, Inc. Mon May 19 14:15:49 2003 Page 1 1- 5-8 f-----i 2-0-0 6-qScale = 1;28, 5x4 1. 5x3 1. 5x3=, 3x4.c 5x4= 3x4 - _ A, 6 C 3 4 = 1.5x3. 11 1.5x3 lI 3x6 FP= 3x4 = S1 5x3 V E F. G H 1 U - W, o S R Q " 1. 5x3 II 5x4.- P - O N 3x4— 3x6. FP=-- 3x4 - M L. 3x4 = 5x4 3x4 = ' 5x4 = 3x4 = 1- 6-0 4-0-0 6 950 11-4-0 11 -8 13-2-8 15-8-8 17 2 8 17-2-8 ( . Plate OffsetsXYA:Ed e 0-1-8 J'0-1-e Edq el. flil:lil-i-8 Ed e 0:0-1-8 Ed e LOADING (psf) SPADING TOLL 40.0 2-0-0 CSI DEFL Plates Increase1.00, in (loc) I/defl PLATES TCDL 1b.0 TC ' 0:86 Vert(LL) -0.80 O=P GRIP BCLL LumberIncrease1:00 BC o.89 >675 TL20 Q.0RepStressIncrYESVert(TL) -0.42 O-P >487 245/193 BCDL 5.0 Code . WB 0.49 Hort(tl_) 0.06 K n/a. , FBC2o01 (Matrix) 1st LC LL M.in"I/dell = 360 LUMBER Weight: 89 lb TOP CHORD 4 X 2 SYP No.2 BRACING BOT CHORD4X2SYPNo.1 TOP CHORD Sheathed or 5-8 WEBS 4X2SYPNo.3`' -7 oc purlins, except end verticals. BOT CHORDRigidceilingdirectlyappliedor1,0-0-0"oc bracing.. REACTIONS (Ib/ size) T=929/0-8-0, K=923/ -3-8 FORCES (lb) First Load.Case Only TOP CHORDTU=-925, U-V_-925, A-V=-92I 'K-yd_-923 - — I J_-93g J W=-922, A-13=-892 B G=-2244, C-D=-3031, D-E=-3095; E-F=-3095, F-G=-3095, G H=-2250, H 1=-2250, BOT CHORDST=-0, R S-1717 Q=R=275.1 P-¢275g O_p 3228, N-O_9095 M N=27 WEBS EO_18, F-N=-4e5 A-S=1213j B-S=-1147, B-R_733, C-R=-71.6, C-P=378, D -P= 2747D-O511 ----'1698J-L=1212, 1-L=-1129 1-M=694, G-M=-762 G-N=7 NOTES (2) 04 1) Recommend 2x6 strongbacks, on edye, spalced at 10-0.0 oc and fastened to each truss w' restrained byothermeans, with 3-16d nails. Slrongbacks to be attached to walls at their outer ends' or i 2) Truss shall be fabricated per AN517tP1 1 951quality requirements. Plates shall be of size andtype shown and ce where indicatedandwithin4" of m[enorloints. Bracing indicated.on this sheet.ls to reduce buckling of individual permanent bracingrequiredfortheoverallbuildingdesign. Building Designer shall design.info ntered at' ojn' unless otherwise noted, Provide bracing members shl of and does not iwithce erection and mg requirements of the specific building andgo kerning codes and ordinahces. The truss designer accepts no responsibility o na information asitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposesfonly andrare not with of theins and certification Of the truss,designer. P Y for the correctness or accuracy of the design P review or LOAD CASE(S)-Standard • ' S i astomer No: 11045 Customer Name: CENTEX HOME-:s ntraCt' O'Wob: 3514 ALLL--LEV. 2ND FLR Date Re LANDO Shop NC` q .QR ----- Draw NO: 53908744F' T'12 roo - `Truss 53908744 FT13 Universal Forest Produc[sJnc., Burlington, A B Z Y i, Jeff Kerr r Qty F 1 1 5.000 s Feb; DD -_- E F - G H 1 Orlando/3514 2nd/jsk/5-19=3 ference o tional Industries, Inc, Mon May 19 14:15:49 2003 Page 1 Scale = 1:22. J K L 14zo 1420 LOADING (psI) SPACINGTCLL40.0 2-0-0 CSI DEFLPlatesIncrease; 1".00 TC -0.05 in (too) Ildefl PLATES GRIPTCDL10.0 Lumber Increase t.00 Vert(LL) n/a n/a TL20BOLL0.0 Rep Stress Incr YES BC 0.01 Vert(TL) n/a 245/193 BCDL 5,0 WB 0:03 n/a Code FB 2001 Horz(TL) 0.00 M n/aMatrixI (Matrix) 1st LC LL Min I/deft =360 Weight: 631bLUMBER TOP CHORD 4 X 2 SYP No.2 BRACING BOT CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins; except end -verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling ydirect) applied 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 IREACTIONS (lb/size) X=53/14-2-0, M=24/14 2-0, W=146/14-2-0, V=147/14-2-0, U- -2-0, T- 147/140=1b2/14-2-0, N=1161/14-2-0 147/14-2-0, S=147/14-2-0, R=147/14-2-0, Q_147/14-2-0,.P=145/14-2-0, FORCES (lb) -First Load Case OnlyTOPCHORD X-Y=-48 Y-Z=-48, q Z=-48JAA=-19, AA AB=-19, L-AB=-19, A-B- 3, B-C 3 C-D=-3, D-E- 3, E-F=-3, F-G=-3, G-H=-3, H 1=-3; I-J=-3 J-K=- BOT CHORD W-X=3i V_W=3, U V=3, T-U 3 8-T=3, R-5=3, Q p=3 p_Q=3, O P=3, N-0=3, M-N=3WEBSB-W_ 139, C-.Z-134, D-U= 1I 3, E-T= "133, F-S=-..133, G•R=-133, H-Q=-134, 1-P- 132, J-O=-138, 1(-N=-10t3 3, K-L=-3 NOTES (6) - 1) All plates.are 1.5x3 TL20 unless otherwise.indicated2) Gable.requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e, diagonal web), 4) Gable studs spaced at 1-4-0 oc. 2x65) Recommend other- s- mean asks, on edge, sp Iced at 10-o-0 oc and'fastened to each truss with 3-16d nails. Strongbacks to be attached to walls atrestrainedbyothermeans. 6) Truss shall be fabricatedwitd per ANSIfTplt6rio 1ointquality requirements. Plates.shall be of size arid.type shown and centered at joints unless oche their outer ends or where indicated and within 4" of interiorjoinls. Bracing indicated on thisssheet is: to reduce buckling. of individual members only and does: not re lace.enoisenoted. Provide bracingi -permanentrrequirements of the required for the overall building design. Building Designer shall verily all design information on this. sheet for conformance with conditions.andrequirementsofthespecificbuildingandgoIverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of Ithe deli ninformationasitmayrelatetoaspecificbuilding. Any references to jab names and locations: are for administrative purposes only and are not part of the review orOADCASES) Standard i i Stombr No: 11.045 Customer Name: CENTEX'HOIVIES ORLANDO Shop No; --- ntractor/Job: 35.14 ALL ELEV. 2ND FLR Date'Rcc Draw N0:5390dr44r ri3 Job Truss Truss Type iQtyPlyCentex-Orlando/3514 2nd1jsk/5-19-3 53908744 FT14 FLOOR x{ Universal Forest F'roducts,lnc., Burlington, I `27215, JeeffIV, Job Reference o" tional 5..000.s Feb 20 2003 Mi I ek Industries, Inc. Mon.May 19 14:15:50 2003 Page 1 130 i 0( 110 Scale-= 1:23. 3x4 = 1.5x3 =' _ 3%4 1.5x3 = 3x4 1.5x3 = 3x4 = 1.5x3 11 1,.9x3 II 3x4 = A 8 C 0 E 3x4 = 1;5x3 = F H T L O is s 1.5x3 ll 3x5 = 3x4 = - 3x4 T k3x4 = 3x5 - 1:5x3 11 1-6-0 6-6-0 7-8-0 1042-0 12-8-0 14-2-0 Plate Offsets X Y : H:0-1-8 Etl e [L0-1-e.Edael IM 0-1 8 Edgel. LOADING sfP ) SPACING 2-0-0 CSI DITCLL40.0 Plates Increase 1.00 in (too) I/dell PLATES GRIPTCDL10.0. Lumber Increase 1.00:[ TC 0:33. Vert(LL) 0.10 M >999BCLL0.0 BC 0.51 Vert(TL). -0.13 M >ggg TL20 245/183 BCDL Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 I n/a5.0 Code F802001 Matrix Matrix) 1st LC LL Min I/deft.= 360 Weight: 75 lbLUMBER TOP CHORD 4 X 2 SYP No.2 BRACING BOT CHORD 4 X 2 SYP No.2 TOP CHORDSheathed or 6-0-0 oc p WEBS4. X 2 SYP No.3 purlins, except end verticals: BOTCHORD. Rigid ceiling directly applied or 10-0-0 oc bracing. r+: REACTIONS ( lb/size) P=759/0-8-0, 1=759/0Lf -0 r'. FORCES ( lb) -, First Load Case Only TOPCHORDP q=-753, q7R=-753, A-R= 7 3, I S=-753, S-T=-7531 H-T=-753, A-B=-707, B-C=-1709'C.-D=-2152, D-E= 2152, E-F--2152, F G=-1709, G H=-707 BOTCHORDO P=O, N 0=1361, M-N=202 , L-M=2152, K ;L=2029, J-K=1361, I-J=0 WEBSH7J= 961, A 0=961, G-J=-909 8-0=-909 G-K=484, B-Ns484, F-K=-445, C-14=-445, F-L=167, C-M=167, D-M=-97, E-L=-97 NOTES (2) . 1) Re rained d other rmeabacks, on edge, spaced at 10 0-0. oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrainedbyothermeans2) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size,and type shown and centered atjoints unless otherwise noted. Provide bracing' where indicated,and Within 4' of mterlorj?in s. 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 tMs sheet for conformance with conditions and acing' requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness e accuracy of the and, information asitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and.are not part of the review or certification ofthetrussdesigner,design LOAD CASE( S) Standard., i u, stomer No: 11045 Cust ner Name: _CENTEX HOMES ORL • ' Dritractor/Job: 3514 ALL ELEV. 2ND FLR Date. Re ANDO Shop No Draw No: 53908744FT14 r31. 1 IrUSS IypePly2nd/jsk/5-19-3 FT15 FLOOR . l For6st Products; Inc., Burlington, NC 272 5- Jeff Kerr Job Reference o fional5J00sFeb202003MiTekIndustries, Inc. Mon May 19 14:15:50 2003 Page 1 30_--- j 2 r 1 • Scale a 1.:32, 5x4 = 1.5x3 = 3x4 - 1.5x3 = 3x6 FP= 3x4 = 5x4 = - 3x4 = 1,5x3 II 1.5x3 It 3x4 = A B C p E F G H 3x4 = 3x4 = 1.5x3 I J KX q. U T 1,5x3 11 5x5 = 3x4 = 3 R Q P Q N _ M3x4 - 3x4 = 3x4 = 3x10 MII16H FP= 3x4 = 5x5 3x4 = 3x4 =_ a-9-4 1-6-0 4-0-0 B-6 0 8 7-12 10-1012 13-0-0 15-6 8 18-0-8 19 6 8 Plate Offsets X Y : I .19-6-8 A:Ed e 0-1-8 K:0-1-8 Edeq Q;0-1 8 Ede . R:0-1 8 Ed e LOADING (psf) SPACING TCLL 40.o 0 0 CSf. DEFCPlatesIncrease1.00 ' TC 0.42 in (too) I/deft PLATES GRIPTCDL10.0 Lumber Increase 1.00 PLATES - 0.33 Q-R >692 TL20BCLL0,0 Rep Stress Incr I YES BC 0.80 Vert(TL) . -0.46. Q-R >503 245/193 BCDL 5'0 Code WB 0;56 Hor7(TL) 0.08 L n/aFBG2001(Matrix). I 1st LC LL Min l/defl = 360 Weight: 1 o01bLUMBER TOP CHORD 4 X 2 SYP No.2 BRACING BOT CHORD 4 X 2 SYP- No:1 TOP. CHORD Sheathed or 6-0-0 oc purlins except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling'directly applied or 10-0-0 oc. bracing. a REACTIONS (lb/size) L=1051/0-3-8, V=1058/0-8-0 FORCES (lb) - First Load Case OnlyTOPCHORDVW= 1061, N/-X=-1051, A-X=I- 1051, L-Y=-1046, K-Y=-1045 A-B=-10I-J_-2687 J I<=-1076 29, B-C=-2654, C-D- 2654, D=E=-3673, E-F=-4166, F-G=-4166, G-H=-4166, H 1=-3692, BOT CHORD U-V= 0, T U=1989, S-T=3293 R-S=4030, Q-R=4166, P-Q=4041, O-P=3318, N-0=3318, M-N=2029, L M=54WEBSA- =- 148,, K-M-1389 B-U=-1335, J-M=-1325, B-T=926,.J-N=91.5, D-T=-888, I-N=-879, D S=529, I-P=520, E-S- 497, H-P=-485, E-R=218, H-Q=201, F-R=-148, G-Q= 139 NOTES (3) I1)'All plates are TL20 plates unless otherwlse'ndlcated. 2) Recommend 2X6otherstmeans,cks, on edge, sp ced at 10-0-0 oc and fastened to each truss with 3-16d nails.. StrongbacksYo be attached to walls at their outer ends orreslramedbyothermeans. 3) Truss shall be'fabricated per ANSI/TPI: - P 1 95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide brawhereindicatedandwithin4ofinterior cing' joints. Bracing Indicated on this sheet Is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbbildingdesign. Building Designer shall Verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoYerntngcodesandordinances. The trussAesigner accepts no responsibility for the correctness or accuracy of the designinformationasttmayrelate g a specifto-building. Any references to job names and locations are for. administrative purposes only and are not part of the review orcertificationof it truss designer. LOAD CASE(5) Standard jstomer No: 11045 Customer Name: CENTER HOIUII=S ORL.ANDO - Shontractor/Job:,35.14..ALL ELEV. 2ND 1=LR Date Rec :i p NO' `'""" 1 Draw No:53908744FT15 emu i russ' I russ I ypej Qly Ply Centex-.Orlando/3514 2nd/tsk%5-19=3 53908744 FT16 F IOold s ;-"3 -17, 1 1 Universal Forest Products,ine., Burlington, NO 27215 Jeff Kerr Job Reference o tional 5,000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14t15:51 2003 Pagel I ' Scale— l ao. A 1.50 II 8'1.5x3 II C j 5x3 Il x3 it E 1, 1 5x31- 1.5x3= -D 1,5 1.50 L Wi N' T1 T1 T1 W1. or K M i 1.5k3. l l 1,5X3 I I . . i 1.5x3 II1.5x3 II 1.5x3 550 5-5-0 LOADING (psf) SPACING: 2-0-0 CSITCLL40.0, Plates Increase 1.00 DEFL in ()cc). I/deft PLATES GRIPTCDL10.0 Lumber Increase 1.00 TC om Vert(LL) n/a n/a, TL20BCLL0.0 BC 0.01 Ved(TLp n/a n/a 245/193 BCDL Rep Stress Incr . .YES W.B 0.035.0 Code Horz(TL) o.00 F n/a; FB 12001 (Matrix) tst LC LL,Min I/dell = 360 WeLUMBER . ight: 26 lb TOP CHORD 4 X_2'SYP No:2 BRACING, BOT CHORD 4 X 2 SYP No,2 TOP CHORD Sheathed or 5-5-0 oc purlins, except -end verticals: WEBS 4 X 2 SYP No,3 BOT CHORD Rigid ceiling directly applied or-10-0 0 cc bracing. OTHERS 4 X 2 SYP.No.3 REACTIONS (lb/size) 4=57/5-5-0, F=61/5-5-0, 1=142/5.5-0, 1-1=148/5-5=0, 6=148/5-5-0 FORCES (lb) - First Load Case Only TOP CHORD J K- 50 K-L=-50, A L=-50, F M- 54, M-N==54, E-N=-54, A-B=-6, B-C_-6, C-t)= BOT CHORD H-I 6, G-H=6, F-G=6 •6, D=E=-6 WEBS_ B-1=-130, C-H=-134, D-G=-13b NOTES (5).. 1) Gable requires continuous bottom chord be ring. 2) Truss to be fully sheathed from one face onecurely braced against lateral movement (i.e. diagonal web), 3) Gable studs spaced.at 1 4 0 be. 2X64) Recommend oth strongbacks; on edge, spaced at 10-0-0” cc and fastened to each truss with3-16d nails: Strongbacks to be attached to Walls at their outer ends orwhtralned-by other means. restrained 5) Truss shall be fabricated per ANSI/TPI 1-95lquality requirements. Plates shall be,of size and type shown and centered at joints unless otherwise noted: Pereindicatedandwithin4 'of interior join Bracing indicated on this sheet is to reduce buckling of individual members only and does not.re lacepermanentbracing' required for the overall building design. Building Designer shall verify all design Information on this-shee Provide'bracing requirdments Of the specific building and go6ming codes and ordinances: The truss designer accepts no responsibility for the correctnes p erection and . t for conformance with conditions andinformation of it may relate to a specific building. Any references to Job names and locations are for administrative Purposes only and are not partvF the review orcertificationofthetrussdesigner. s or accuracy of the design LOAD CASE(Sj Standard I l ustomer No: 11045_Cust'omer Name:GENTEX,H0A4ES . ORLANDO Shop No: ontracfor/Job: 3514 ALL ELEV. 2ND FLR Date"Ree; I. Draw No.a3908744FT1.6: i mass t ype. -, q Qty Ply Ceti lex-Orlando/35'14 2nd/jsk/5.19-353908744FT21FLOORws. 9 1r. E Universal Forest Froducts,lnc., Burlington, NC 27215, Jeff Kerr Job Reference o tional 5:000 s Feb 20 2003 MiTek Industries, Inc, Mon May'19 14.15.51 2003 Page 1 I 1I712_Ii Scale = 1:39. 1.5x3 11 1.5x3 1.50 = 3x4_ 3x4 = 3x4 = 1.5x3 11 3x4 _ - A 9 3x4 = 3x4 = 3x6 FPt 5x4 = 5x6 = C p. E F G 1.5x3 II 3x4 = .3x6 = A H I J K M N 3ni t AC 1 0t AA Z Y 3x4 = 3x4 = 3x4 = 5 W V U T R Q P 03x4 = 1.5x3 I I 3x6 FP= 5x4 = 3x6 = 5x4 = 1:5x3 If 3x4 = ':3x4 113x4 = 3x4 8-3-4 - 2-10-8 2_8_0 5-3-0 8-3-4 L 10 3-4 1 11 0 13;5 0 15-11-0 18-6-8 19-11-0 21-3-0 22-6-0 224 0 Plate Offsets XY ; F;0 1 8 Ed e M:0-1-8 Ede R:0-1-8 €d e Y:0-1-8 Ed e24 0-0 LOADING (psf) SPACINU' TOLL 40.0" 0-0 CSI UEFL in (loc) I/deft PLATESTCDL Plates Increase, 1.00 TC 0.77 Ver[(LL) 0.26 Y-Z >I GRIP10.0 Lumber Increase . 1.00 BC 0.96 TL20 245/193BCLL0.0 Rep Stress Incr YES Vert(TL) -0.36 Y-Z >609- BCDL 5,0 Code WB 0.49 Horz(TL) 0.06 5 n/aFB2001 (Matrix) 1st LC LL Min I/defl 360 LUMBER Weight 126.Ib TOP CHORD 4 X 2 SYP No.2 BRACING BOT CHORD 4 X 2 SYP No:2 TOP CHORD Sheathed or 6-0-0 oc-puriins, except end verticals. WEBS 4 X 2 SYP No.3 .BOT CHORD Rigid ceiling directlyapplied or 6-0-0 oc bracing. REACTIONS (lb/size) AB=919/0-8-0, 0= Mechanical, 5=1706/0-3-8MakUPIiftO=-257(load-case - 19 2) Max GraVA8=919(load case 1) 0=233(load case 3), S=1706(load case 1) FORCES (lb) - First Load Case OnlyTOPCHORDABAC_-37, AC AD 37, A-AD= 37, N-O= 2, A B=0, B-C_KL518, L M_51B -1621, C=D=-2664, D-E= -3124, E-F=-3124, F-G— 2926, 0-H,=-206*1 1= 681, I-J=-681, J-K=1394=A2277, Y-Z=3002X-Y-3124, W-X=3124, V-W=2587; U=V_1511,T-U=1511, S-T=-187, R-S=-1394Q-R=-518, P=Q=-5BOTCHORD AA AB 944Z18, i O- P= 0' WEBS E Y 116 F X=148, K-S=-744, B-AB. 1282, B AA=942, C-AA=-912, C-Z=538, D=Z=-470, D-Y=149, J-S=-1607, J-T=1207, H-T= 1154,.H-V_766, G-V=-731, G-W=472, F-W=-454, N-P— 214, K-R=1145, M-P=486, L R=-364, M Q=-382. NOTES (5-6) 1) Unbalanced floor live loads have been considered for this design: 2) Provide mechanical connection (by others),gf truss to bearing plate. capable of withstanding 257 lb uplift at joint 0. 3) Recommend 2x6strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with,3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION,. Do noterect truss backwards. 5) Truss shall be fabricated per of into l6 1-95 quality requirements. Plates shall be of size ,and type shown and centered atjoints unless otherwise noted. Provide bracing where indicated and within 4" of interiorjoints. Bracing indicated on this sheet:fs to reduoa,buckling of Individual members only and does not replace erection and.: permanent bracing required for theoverallbuildingdesign. Building. Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific buildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design' information as it may relatetoa.specific buil ling. Any references to -Job names and locations are for administrative purposes only and are not part of the review or I certification of the trussdesigner. HT 6) THA422: end'may beattachedto 2 o more ply top chord of 19"maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for Installation. LOAD CASE(S) Standardtl s Ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO ontractor/Job: 3514. ALL ELEV.2ND FLR Date Rec Shop No:'____ I n"" Draw No:53908744FT21 i k V Un tlersal Forest Products° Re: 54906342 Centex Homes Orlando 3514 D The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 54906342 G1A 54906342 M413 54906342 H1B 54906342 M4A 54906342 H1C 54906342 MGE4 54906342 H1D 54906342 G2 54906342 H1E 54906342 H1F 54906342 H1G 54906342 H1H 54906342 T2C 54906342 T2D'. 54906342 EJ7 54906342 EJ7A 54906342 G3C 54906342 HJ7 54906342 CJ5 54906342 CJ3 54906342 CA 54906342 MV2 54906342 MV4 54906342 MV6 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL Wind: ASCE 7-98 per FBC2001; 110 mph; h = 22 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 3/22/2004 John Presley License # 558 6 The seal on this drawing indic tes acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. 10 Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 I;'av (336) 476-9146 Job Truss Truss Type Qy Ply Centex-Orlando/3514-Dfjsk/3-2-4 54906342 G1A HIP 96t.s 2 Job Reference tnnfinnnll" Universal Forest Prgducts,lnc., Burlington, NC 27215, Je ` err 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 0212:49:17 2004 Page 1 1-0-P 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 40 0 0 4,1 0i0 1-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 1-0-0 Scale — 1:69. 5x8 TL20= " 5.00 F12 3x6 TL20= 20TL2011 3x10 MII18H= 3x6 TL20= 5x8 TL20= C E p a H W1 1 W1 Wt W1 1 A 9 l o J Iv 05x7 TL20= 0 N M P L K 5x7 TL20= 2x5 TL2011 5x6 TL20= 7x8 TL20= 5x6 TL20= 20 TL2011 7- 1-12 13-6-14 20-0-0 29-812 26-5-2 32-10-4 40-0-0 7-1- 12 6-5-2 6-5-2 0-8-12 5-8-6 6-5-2 7-1-12 Offsets X B:0-3-8 0-2-11 C:0-5-12 0-2-8 H:0-5-12 0-2-8 1:0-3-8 0-2-11 M:0-4-0 0-5-4 FPIalLe DING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.59 L-M >812 240 M1118H . 195/188 TCDL 10. 0 Lumber Increase 1.25 BC 0.90 Vert(TL) -1.29 L-M >370 180 TL20 245/193 BCLL 0. 0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.17 1 n/a n/a BCDL 10. 0 CodeFBC2001/TPI2002 Matrix) Weight: 433lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins.. T3 2X4SYPNo.1, T2 2"X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD2X6SYPNo.1 WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) B=2669/0-3-8, 1=3360/0-3-8 Max Horz B=72(load case 4) Max UpliftB= 601(load case 3), 1= 866(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/26, B-C=-6185/1519, C-D=-9590/2549, D-E=-12536/3439, E-F=-12536/3439, F,G= 12536/3439, G-H= 11435/3146, H-I=-7975/2103, 1-J=0/26 BOT CHORD B-0=-1319/5633, N-0=-1315/5643, M-N=-2440/9590, M-P= 3037/11435, L-P=-3037/11435, K-L=-1859/7303, 1-K=-1863/7292 WEBS C-0=0/202, H- K=0/210, D-N=-1712/589, E-M=-589/257, G-L=-1388/494, C-N=-1228/4420, D-M= 975/3271, G-M=-321/1206, H-L=-1285/4510 NOTES (11) 1) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 123.51b up at 33-0-0 on top chord, and 1109.01b down and 355.61b up at 20-8-12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 2) 2-ply truss'to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)" 385.Olb down and 123.51b up at 33-0-0 on top chord, and 1109.Olb down and 355.61b up at 20-8-12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided t distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. _ 5) Wind: ASCE 7-98; 11Omph ( 3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. i) Provide adequate drainage to prevent water ponding. All plates are M1120 plates unless otherwise indicated. 1) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 1) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 601 lb uplift at joint B and 866 lb uplift at joint I. 0) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 123.51b up at 33-0-0 on top chord, and 1109.0Ib down and 355.61b up at 20-8-12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 1) Truss shall be fabricated per ANSI/ TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance With conditions and requirements of.the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. DAD CASE(S) Standard i Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: A-C=-60, C-E=-60, E-H= 131(F= 71), H-J= 60, B-M=-20, K-M=-44(F=-24), I-K=-20 Concentrated Loads (lb) Vert: H=-385(F) P=-1109(F) 1 Y ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 ontractor/Job: 3514 EL D Date Req: 03/05/2004 Draw No:54906342G1 A Job 4 ,!M;_. Truss Truss Type r ' Qly Ply Centex-Orlando/3514-Dlsk/3-2-4 54906342 H1B HIP 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2 Job Reference (optional) 2003 MiTek Industries, Inc. Tue Mar 02 12:49:57 2004 Page 1 7-0-0 13-6-14 20-0-0 26-5-2 33-0 0 40 0 0 4,1 0,0 1-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0 0 10 0 Scale - 1:69. 5x8 TL20= 5.00 12 3x6 TL20= 2x3 TL2011 3x10 M1118H= 3x6 TL20= 5x8 TL20= C D E F Q H wi L W1 W1 W1 A 8 1 o J i3 5x7 TL20= 0' N M L K 5x7 TL20= 2x5 TL2011 5x6 TL20= 7x8 TL20= 5x6 TL20= 2x5 TL2011 7-1-12 13-6-14 20-0-0 26-5-2 32-10-4 40-0-0 7-1-12 6-5-2 6-5-2 6-5-2 6-5-2 7-1-12 Plate Offsets X B:0-3-8 0-2-11 C:0-5-12 0-2-8 H:0-5-12 0-2-8 1:0-3-8 0-2-11 M:0-4-0 0-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.66 M 727 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) 1.28 M 371 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.18 1 n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 433lb LUMBER TOP CHORD 2 X 4 SYP No.2 'Except' T3 2 X 4 SYP No.1, T2 2 X 4 SYP No.1 BOT CHORD 2 X 6 SYP No.i WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=3428/0-3-8, 1=3428/0-3-8 Max Horz B=72(load case 4) Max UpliftB=-1001(load case 3), I= 1044(load case 3) BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension s TOP CHORD A-B=0/26, B-C=-7975/2667, C-D=-11119/3831, D-E=-12314/4214, E-F= 12314/4214, F-G=-12314/4214, G-H= 11119/3836, H-I= 7975/2677, 1-J=0/26 BOT CHORD B-O=-2383/7294, N-O=-2373/7311, M-N=-3721/11119, L-M= 3726/11119, K-L— 2385/7311, 1-K=-2395/7294 WEBS C-0=0/342, H-K=0/342, D-N=-1439/749, E-M— 814/523, G-L=-1400/746, C-N=-1471/ 4268, D-M=-420/1353, G-M= 414/1310, H-L= 1464/4155 NOTES (12) 1) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 296.91b up at 33-0-0, and 385.01b down and 296.91b up at 7-0-0 on top chord. The design/selection of such special connection device(s) .is the responsibility of others. 2) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 296.91b up at 33-0-0, and 385.01b down and 296.91b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE( S) section. Ply to ply connections have been provided tc distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6. Opsf; BCDL=6.Opsf; Category 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are M1120 plates unless otherwise indicated. 8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1001 lb uplift at joint B and 1044 lb uplift at joint 1. 10) Girder carries hip end with 7-0-0 end setback 11) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 296.91b up at 33-0-0, and 385.01b down and 296.91b up at 7-0-0 on top chord. The design/ selection of such special connection device(s) is the responsibility of others. 12) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1. 25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-C=-60, C-H=-131( F— 71), HJ=-60, B-1=-44(F=-24) Concentrated Loads (lb) Vert: C=- 385(F) H=- 385(F) Oustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 contractor/Job: 3514 EL D Date. Req:03/05/2004 Draw No:54906342H1 B Truss Truss Type Qly Ply Centex-Orlando/3514-Dfjsk/3-2-4 H1C ROOFTRUSS d' 2 1F54906,342 Job Reference o tionalversalForestProducts,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries,,Inc. Tue Mar 02 11:05:44 2004 Page 1 d-O-P 5-8-13 9-0-0 16-5-9 23-6-7 31 0 0 35-2-2 40-0-0 4,100 1- 0-' 5-8-13 3-3-3 7-5-9 7-0-14 7-5-9" 4-2-2 4-9-14 1-0-0 Scale - 1:70. 5x6TL20= 3x6. TL20= 5x8 TL20= 5x6 TL20- 5. 00 F12 D E F O 2x3 T120Q TV T C - - 2x3 T120 - - 1 w 1 H 4 - _ w e I J IA0 3x7 TL20= 0 N M L K 3x7 TL20.=- 300 MI118H= 3x6 TL20= 3x8 TL20= Us TL20= 300'M1118H= 9- 0-0- 20-0-0 31-0-0 ; 40-0-0 9- 0-0 11-0-0 11-0-0 9.0-0 Plate Offsets: X Y '. D:0-3-0 0-2-4 F:0-4-0 0-3-0 G:0-3-0 0-2-4 LOADING ( psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft_ Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) .0.38 M >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -1.05 K-M >453 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.26 I n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 187lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-O, F-K REACTIONS ( lb/size) B=1657/0-3-8,1=1657/0-3-8 Max Horz B=93(load case 4) Max UpliftB= 368(load case 2), 1=-368(load'case3) FORCES (lb) - Maximum Compression/Maximum Tension - TOP CHORD A-B=0/22; B-C=-3480/767, C-D= 3240/747, D-E= 3000/721, E-F=-4159/1006, F-G=-3003/721,.G-H= 3253/745, H-1=-3495/774, 1-J=0/22 BOT CHORD B-0=-650/3135, N-O=-946/4059, M-N=-946/4059, L-M=-941/4057, K-L=-941/4057, 1-K=-642/3164 WEBS C- 0=-205/198, D-0=-100/880, E-0= 1281/407, E-M=0/201, F-M=0/202, F-K=-1282/406, G-K=-90/846, H-K--215/213' NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6,Opsf; Category II;'Exp. B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M 1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint B and 368 lb uplift at joint I. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise: noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling, of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this Sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design . information as it may relate to a specific building., Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. ' LOAD CASE( S) Standard ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO I Shop No: 54906342 contractor/Job: 351.4 EL D Date Req:03/05/2004 Draw No:54906342H1 C Job Truss Truss Type ; Oty• Ply Centex-Orlando/3514-DIsk/3 2-4 54906342, HID HIP TRUSS 2 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 02 11:05:45 2004 Page 1 ' 1-0-P 6-8-6 11-0-0 17-0-0 23-0-0 29-0-0 33 3 10 40 0 0 41 Oi0 T011-0-0 6-8-6 4-3-10 6-0-0 6-0-0 6-0-0 4.3-10 6-8-6 1-0-0 Scale = 1:70. 5x6TL20= 5x8 TL20= 5x6 TL20= 5:00 12 0 E F G 2x3 TL2011 - 2.3 TL201 I - C H` - - 4WW2W3 W14 3x7 TL20= 6 P 0 N: M K 3x7 TL20= 3x10 M1118H= 3x8 TL20= 300 M1118H= 6-8-6 17-0-0 23-0-0 33-3-10 40-0-0 6-8-6: 10-3-10 6-0-0 10-3-10 6-8-6 D:0-3-00-2-4 F:0-4-00-3-0 G:0-3-00-2-4 rOffsetsY SPACING 2-0-0 CSt DEFL in (loc) I/deft L/d PLATES GRIP Plates Increase '1.25 TC 0.49 Vert(LL)' .0.28 M-N >996 240 M1118H Lumber Increase` 1.25 BC 0.82 Vert(TL) . '-0.92 K-M >520 180 TL20 245/193 Rep, Stress Incr " -YES WB 0.31 Horz(TL) '0.21 1 n/a n/a BCDL 10.0 CodeFBC2001/T012002 Matrix) Weight: 196lb LUMBER BRACING, TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly, applied or 7-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1657/0-3-8, 1=1657/0-3-8 Max Horz B=109(load case 4) Max UpliftB=-340(load case 2), 1=-340(load case 3) FORCES(lb)`- Maximum dompression/MaximumTension ` TOP CHORD :A-B=O/22; B-C=-3525/663, C-D=-3481/737, D-E=-3383/817, E-F=-3383/817, F-G=-3383/817, G-H=-3481/737, H-1=3525/663, 1-J=0/22 BOT CHORD B-P= 550/3166, O-P= 524/2704, N-0=-524/2704, M-N=-667/3383, L-M=-508/2704, K-L= 508/2704, I-K=527/3166 WEBS C-P=-288/248; H-K=-288/248, D-N=-193/961, E-N= 425/214, E-M=-94/93, F-M= 367/210, G-M=-193/960, D-P_ 196/681, G-K=-196/681 NOTES. ( 8) 1) Unbalanced roof live loads have been considered for this design: 2) Wind: ASCE 7-98; 11Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.61.0plategrip-DOL=1.33.. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120plates unless otherwise indicated. 5) All plates are 3x6 TI-26 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)' Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340`lb uplift at joint B and 340 lb uplift at joint 1. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints "unless otherwise noted. Provide bracing where indicated and within 4""of interior joints Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility. for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of:the review or certification of the truss designer.. . LOAD CASE(S) Standard I" L Oustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 ontractor/ Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342H1 D Job Truss Truss Type Oty '`' Ply Centex- Orlando/3514-Dlsk/3-2;4 54906342 HIE COMMON 2 1 Jab Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003,MiTek Industries; Inc. Tue Mar 0211:05:46 2004 Page 1 7-1-3 13-0-0 27-0-0 32-10-13 40 0 0 "0 1-0-0 7-1-3 5-10-13 14-0-0 5-10-13 7.1-3 1-0=0 Scale m 1:70. 5x6 TL20= 5x6 TL20= D E F. 5.00 12 TP 4- C W2 1 I W2 - -,3 4 W dl A B H o3x7TL20= .. N ML - K J _ 3x7 TL20= . . 3x10 M1118H= - 3x8 TL20=`: 3x6TL20= 3x6TL20= ,. 300MI118H.= 11-0-3 20-0-0 28-11-13 40 0 0 11-0-3 8-11-13 _ ` 8-11-13 Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3=0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFIL 14 (loc) I/deft Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.23 L >999 240 M11.18H 195/188 ". TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.80 B-N >598 180 TL20 245/193 BCDL 0.0 Rep Stress Incr YES WB 0.24. Horz(TL) 0.20 H n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 190lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD ' Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD .2 X 4 SYP No.2 BOT CHORD Rigid ceiling direcUy`applied or.8-5-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1657/0-3-8, H=11657/0-3-8 Max Horz B=126(load case 4) Max UpliftB=-313(load.case 2), H= 313(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-3399/653, C-D=-3039/597, F-G=-3039/597, G-H=-3399/653, H-1=0/22,.D-E=-2942/681, E-F=-2942/681 BOT CHORD "B-N=-538/3075, M-N=-416/2567i L-M=-416/2567, K-L=-400/2567, J-K=-400/2567, H-J=513/3075 WEBS., - C-N=-420/296, G-J=-420/296, E-L=-444/250, F-L=-133/629; D-L=-1.33/629, D-N=56/503,F=.1=-56/503 ` NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11;`Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1.6Q 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 2z3 TL20 unless otherwise indicated'. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of .withstanding 313 lb uplift at joint B and 313 lb uplift at joint H. 8) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and tYPe shown and centered at joints unless otherwise noted. Provide bracing where within reduce of rmatdual members and does not replace erection andcdesign. erma enindicatedtbracinandre uired for the overall buildin Buldin- on Desi nertshall veri all desil n infoe fo P9required9g99verifygrmationonthissheetforconformance with conditions and - requirements of the specific building and governing codes and ordinances.; The truss designer accepts no responsibility fob the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ' Customer No: 11045 Customer Name:, CENTEX HOMES . ORLANDO Shop NII54906342 Contractor/ Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342H1 E Job Truss Truss Type Qht Ply Centex-Orlando/3514-Dlsk/3-2-4 54906342 HiF COMMON Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 0211:05:46 2004 Page 1 0-p 7-1-3 15-0-0 25-0-0 32 10 13 40 0 0 4,1 Oi0 1-0 0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0 Scale a 1:70. 5x6 TL20= 5x6 TL20= 5.00 12. - - 2x3 TL20 11 - - D I E F 5x8 TL20 5x8 TL20C 4 - W A B H I 3x7 TL20= N M L. K J 3x7 TL20= 300 MI118H= 3x8 TL20= 3x6 TL20= 3x6 TL20= 3x10 M1118H= 11-0-3 20-0-0 28-11-13 40-0-0 11-0-3 8-11-13, 8-11-13 11-0-3 Y: C:0-4-0 0-3-0 D:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 BCCLL0.0 SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES ' GRIP Plates Increase 1.25 TC 0.72 Vert(LL) -0.21 L >999 240 M1118H 195/188 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.78 B-N >614 180 TL20 245/193 Rep Stress Incr YES WB 0.23 Horc(TL) 0.20 H n/a n/a BCDL . 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1657/0-3-8, H=1657/0-3-8 Max Horz B=143(load case 4) Max UpliftB=-335(load case 4), H=-335(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-3421/598, C-D=-3025/529, F-G=-3025/529, G-H=-3421/598, H-1=0/22, D-E= 2522/536, E-F=-2522/536 BOT CHORD. B-N=-586/3100, M-N=-327/2375, L-M=-327/2375, K-L=-312/2375, J-K=-312/2375, H-J=-462/3100 WEBS C-N=-501/343, G-J=-501/343, E-L=-256/137, F-L=-37/423, D-L=-37/423, D-N=-98/619, F-J=-98/619 NOTES (7) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; 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 335 lb uplift at joint B and 335 Ib uplift at joint H. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342H1 F L -- Job Trss Truss Type Oly Ply Centex-Orlando/3514-D1sk/3-2-4 HIUG 2.1906342COMMON54:: Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 02 11:05:47 2004 Page 1 1-0 p 7-1-3 13-7-2 17-0-0 23-0-0 26-4-14 32-10 13 40 0 0 4,1 010 r0- 1-0-0 . 7-1-3 6-5-15 3-4-14 6-0-0 3-4-14 6-5-15 7-1-3 1-0-0 Scale a 1:70. 5.00 12 5x6 TL20= 5x6 TL20= 5x8 TL20- E F - 5x8 TL20-- 1 D O 2x3 TL200 1 2x3 TL20 i C W2 W2 H 4 w A 6 oR1Ig 3x7 TL20= O, N M L K 3x7TL20=. 3x10 M1118H= 5x10 TL20= - - 3x6 TL20= - 3x6TL20= 300M1118H= _. 11-0-3 20-0-0 28-11-13 40-0-0 11 0 3 8-11-13 8-11-13 11-0-3 Plate Offsets X Y: D:0-4-0 0-3-0 E:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.21 - M >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.78 B-0 >608 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES IWB 0.25 Horz(TL) 0.20 1 n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 206lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt G-M, D-M REACTIONS (lb/size) B=1657/0-3-8, 1=1657/0-3-8 Max Horz B=159(load case 4) Max UpliftB= 356(load case 4), 1=-356(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension . TOP CHORD A-B=0/22, B-C=-3413/640, C-D= 3029/512, D-E=-2181/426, F-G=-2181/426, G-H= 3029/512, H-1= 3413/640, I-J=0/22, E-F= 2204/419 BOT CHORD B-0=-639/3090, N-O= 366/2499, M-N=-366/2499, L-M=-251/2499, K-L=-251/2499, 1-K=-480/3090 WEBS C-0=-465/306, D-0=-63/543, G-K=-63/543, H-K=-465/306, E-M=-80/582, F-M=-80/582, G-M=-695/280, D-M=-695/280 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.0psf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 356 lb uplift at joint B and 356 lb uplift at joint I. 7) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or i, certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer -Name: CENTEX HOMES ORLANDO Shop No: 54906342 6fontractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342H1 G Job Truss e City Ply , Centex-Orlando/3514-Dlsk/3-2-4 54906342 H1H 2721:5,Je:ffKerr Job Reference o tional Universal. Forest Products,lnc., Burlington, NC 5.200 s Sep30 2003 MT,Industries, Inc. Tue Mar 02 11:05:47 2004 Page 1 0- p 7-1-3 13-7-2 1 19-0-0 21-0-0, 26-4-14 32-10-13 40 0 0 41 010 1- 0-0 7-1-3 6-5-15 5-4-14 2-0-0 5-4-14 6-5-15 7-1-3 1-0-0 Scale - 1:70. 5x6 T120= 5. 00 rl2 5x6 TL20= E F 5x8 T120 TA 5x8 TL20_z D G 2x3 T1_200 1 2x3TL20, i C W W2 W2 3 H 4 w A B J oUla3% 7 TL20= O N M L I( 3x7TL20= 300 M1118H= - - 5x12 TL20= 3%6 TL20= 3x6 TL20= - 300 M1118H= 11- 0-3 20-0-0 28-11-13 40-0-0 11- 0-3 8-11-13 8-11-13 11-0-3 Plate Offsets X Y: D:0-4-0 0-3-0 E:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING ( psf) SPACING 2-0-0 CS] DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.21 M >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.79 B-0 >605 180 TL20 245/193 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.20 I n/a'. n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 207lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. WEBS2X4SYPNo.3 WEBS 1 Row at midpt G-M, D-M REACTIONS ( lb/size) B=1657/0-3-8, 1=1657/0-3-8 Max Horz B=176(load case 4) Max UpliftB=-375(load case 4), 1=-375(load case 5) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-3408/685, C-D=-3032/561, D-E=-2153/414, F-G=-2153/414, G-H=-3032/561, H-1=-3408/685, 1-J=0/22, E-F=-1998/414 BOT CHORD B-O=-697/3084, N-0=-432/2509, M-N=-432/2509, L-M=-256/2509, K-L=-256/2509, 1-K=-521/3084 WEBS C-0=-452/298, D-0=-58/535, G-K=-58/535, H-K=-452/298, E-M=-130/597, F-M= 130/597, G-M=-780/316, D-M=-780/316 NOTES ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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 assuranceinspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint B and 375 lb uplift at joint I. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 ontractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342H1 H i Job Truss Truss Type q Oly Ply Centex-Orlando/3514-Dlsk/3-2-4 t 54906342 T2C ROOF TRUSS' 1 y Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 02 11:05:48 2004 Page 1 1-0-0 7-5-10 10-4-0 13 2-6 20-8-0 21-8-0 1-0-0 7-5-10 2-10-6 2-10-6 7-5-10 11-0-0 Scale = 1:36. 5x4 TL20= D 2x3 TL20\\ 2x3 TL20b 5.00 12 C - E .. 2 w 8 F 3x5 TL20= H - 3x5 TL20= . 5x8 TL20= 10-4-0 20-8-0 10-4-0 10 4-0 Plate Offsets X Y : H:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl ` Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.11 B-H >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.43 B-H >569 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.05 F n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 85lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=884/0-3-8, F=884/0-3-8 Max Horz 6=104(load case 4) Max UpliftB=-227(load case 4), F=-227(load case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-1472/284, C-D=-1152/206, D-E=-1152/205, E-F=-1472/284,.F-G=O/22 BOT CHORD B-H=-251/1283, F-H= 148/1283 WEBS C-H= 420/261, D-H= 149/864, E-H=-420/261. NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint B and 227 lb uplift at joint F. 5) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements.. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 4v ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 ontractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342T2C Job Truss Truss Type Qty Ply Centex 1 5 go Job ReiF49O634:2 T213 ROOF TRUSS T UUniversal Forest ;e Pro ucts,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MITel 1-1-0-0 7-5-10 10-4-0 13-2-6 1-0-0, 7-5-10 2-10-6 2-10-6 5x4 TL20= D rlando/3514-Dlsk/3-2-4 rence (optional) Industries; Inc. Tue Mar 02 11:05:48 2004 Page, 20-8-0 7-5-10 Scale - 1:3E JX0 I LZ 3x5TL20= 5x8 TL20= 1 0-4-0 20-8-0 10-4-0 10-4-0 G:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) Weft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 tc 0.50 Vert(LL) 0.13 F-G >999 240 TL210 1 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.45 F-G >544 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.05 F n/a n/a BCDL 10.0 CodeFBC20011TPI2002 (Matrix) Weight: 84 16 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) F=813/0-3-8, B=886/0-3-8 Max Horz B=1 11 (load case 4) Max UpliftF=-1 65(load case 5), B=-228(load case 4) FORCES (lb) -'Maximum Compression/Maximum Tension TOP CHORD A-B=0/22,B-C=-1477/285,b-D=-1158/211,D-E=-1159/211,E-P=-1464/293 BOT CHORD B-G=-259/1289, F-G=-183/1294 WEBS C-G=-420/261, D-G=-156/872, E-G=-427/269 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11 Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of. truss to bearing plate capable of withstanding 165 lb uplift at joint F and 228 lb uplift at joint B. 1 5) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 ft ontractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342T2D Job Truss Truss Type Ply1 Oly Centex-Orlando/3514-Dlsk/3-2-4 54906342 F17 ROOF 18 II Job Reference (optional) Universal Forest Product Inc., Burlington, NC 27215, Jeff Kerr 'S:2OW0 Sep 30 2003 MiTek Industries, Inc. Tue Mar 02 11:05:48 2004 Page 1 1 0 0 7-0-0 1-^-^ - - - Scale ® 1:1 a 3x4 TL20= 6-11-4 7 -O 6-11-4 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIPTCLL20.0 Plates Increase 1.25, TC 0.59 Vert(LL) n/a- - n/a 999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.20 A >69 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 23lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4.SYP No.2 BOT CHORD Rigid. ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=198/Mechanical, B=346/0-3-8, 0=68/Mechanical Max HorzB=160(load case 4) Max UpliflC=-139(load case 4), B=-112(load case 4) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-84/62 BOT CHORD B-D=0/0 NOTES ( 4) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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 139 lb uplift at joint C and 112 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building` Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts, no responsibility for the correctness or accuracy of the design information as it may relate to'a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO :Shop No: 54906342 Contractor/ Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342EJ7 t Job Truss Truss Type Ot Ply Centex -Or iando/3514-DfsW3 2-4 6 54906342 EJ7A ROOF TRUSS e 8 1 Job Reference o tional Universal. Forest Products,lnc., Burlington, NC 27215, Jeff K- 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue-Mar 02 11:05:49 2004 Page 1 1-0-0 7_0_0 i n n Scale 3x4 TL20 LIN E 2x3 TL2011 2-4-0 6-1 1-4 7- -0 2-4-0 4-7-4 0-0-12 LOADING (psf) SPACING 2-0-0 CSI L EFL in (loc) I/defl L/d PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.45ert(LL) 0.12 B >251 240 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.35ert(TL) -0.31 A >39 180 BCLL 0.0 Rep Stress Incr YES WB 0.06orz(TL) -0.09 D n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 25lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS - (lb/size) D=80/Mechanical, E=3/Mechanical, F=532/0-3-8 Max Horz F=160(load case 4) Max UpliftD=-63(load case 4), F= 243(load case 4) Max GravD=80(load cased), E=39(load case 4), F=532(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-8=0/21, B-C=-143/63, C-D=-72/20 BOT CHORD B-F=0/160, E-F=0/0 WEBS C-F= 347/221 NOTES (4) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 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 63 lb uplift at joint D and 243 lb uplift at joint F. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 L ontractor/Job: 3514 EL D Date' Req:03/05/2004 Draw No:54906342EJ7A Job 549063 22 Universal P Truss Truss Type G3C Rninwni Cc. roaucts,lnc:, tturlington, NC 27215, Jeff 1 1 Job 5.200 s Sep 30 2003 M 7-0-0 7-0-0 rlando/3514-DfjsW3-2-4 Brice (optional) ndustries, Inc. Tue Mar 02 11:05:49 2004 Page 1 2x3 TL2011 Scale =1:16. B 3x6 TL2011 2-4-0 7-0-0 2-4-0 4-8-0 Plate Offsets KY): : A:0-1-12 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) 1/8efl Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.04 A >823' 240 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.06 A >458 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) -0.00 D n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 36lb Lumbt14 BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins. BOT CHORD 2 X 8 SYP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) C=345/Mechanical, D=1109/0-3-8 I Max Horz C=115(load case 4) Max UpliftC=-93(load case 5), D=-210(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension I TOP CHORD A-B=-74/61 BOT CHORD A-D=0/115, D-E=0/115, C-E=0/115 WEBS B-C=-206/127 NOTES (5-6) 1) Wind: ASCE 7-98; 11Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint C and 210 lb uplift at joint D. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). . 5) Truss shall be fabricated per ANSIIrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andipermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design iinformation as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. 6) H28R: Right end may be attached to 2x6 So.Pine BC of one or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation: LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-60, A-D=-20, D-E=-434(F= 414), C-E=-20 customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 fontractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342G3C Job Truss FDss Type qt q 54906342 - HJ7 JAC! , USB "•'>` J.a.+- -` 3i Kt u a Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sc 1-6-8 5-8-7 Centex Orlando/3514-Dlsk/3-2-4 r 1 Job Reference (optional) 12003 MiTek Industries, Inc. Tue Mar 02 11:05:49 2004 Page 1 9-10-1 4-1-10 Scale a 1:18. 3.54 F12 3x4 TL20 C 1 W2 wt p" i0 O F E 2x3 TL20 112x3 TL20 i 3x4 TL20= 5-8-7 9-9-5 9- 5-8-7 4-0-15 0-0'1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.02 F-G >999 240 TL20 245/193 TCDL. 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.03 A >710 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight:40lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=435/03-8, E=409/Mechanical, D=221/Mechanical Max Horz B=186(load case 4) Max UpliftB_ 187(load case 2), E=-59(load case 4), D— 152(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/24, B-C=-855/100, C-D= 73/46 BOT CHORD B-G=-236/798, F-G=-236/798, E-F=0/0 WEBS C-G=0/170, C-F=-875/259 NOTES (5) 1) Wind: ASCE 7-98; 11Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. a 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint B, 59 lb uplift at joint E and 152 lb uplift at joint D. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and I permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and i requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design j information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or s certification of the truss designer. 0 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B— 60 Trapezoidal Loads (plf) . Vert: B=O(F=10, B=10)-to-E=-49(F=-15, B=-15), B=-2(F=29, B=29)-to-D=-148(F=-44, B=-44) . Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No:5490.6342 Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342HJ7 Job Truss Truss Type Qum Ply Centex-Orlando/3514-D sk/3-2-4 54906342 CJ5 ROOF TJ VSS 6 1 Job Reference (optional) Universal Forest:Rroducts,Inc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar 02 11:05:50 2004 Page i 1 0 0 4-11-11 1-0-0 4-11-11 7:1Cale a 1:11.1 3x4 TL20= 4710-15 4-11 "'11 d 4 10 15 0-0-12 i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP i TCLL 20.0 PIates Increase 1.25 TC 0.27 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.06 A >237 180 BCLL 0.0 Rep Stress Incr YES WB . 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 COdeFBC2001lfP12002 (Matrix) Weight: 17lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11; 11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) C=135/Mechanical, B=268/0-3-8, D=48/Mechanical Max Horz B=121(16ad case 4) Max UpliftC=-94(load case 4), B=-100(load case 4) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-13=0/22, B-C=-61/42 BOT CHORD B-D=0/0 NOTES (4) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category li; Exp 6; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 100 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered atjoints unless. otherwise; noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sfieet.is to reduce buckling of individual members only and does not replace erection.and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts;'no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for, administrative purposes only and are not part of the review or " certification of the truss designer. LOAD CASE(S) Standard i i l 1 I i 1 '1 customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 0ontractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342CJ5 I— --&A T120 2-10-15 2-111,11 2-16-15 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIPTCLL20.0 Plates Increase 1:25• - TC 0.08 Vert(LL) n/a n/a 999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 B-D >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/aBCDL10.0 CodeFBC200VT1312002 (Matrix) Weight: 11lb LUMBER BRACING TOP CHORD 2 X.4 SYP No.2 'TOP CHORD Structural wood'sheathing:directly applied or 2-11-11 ocpurlins. BOT CHORD 2 X.4.SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing: REACTIONS (lb/size) C=69/Mechanical, B=194/0-3-8, D=28/Mechanical Max Horz B=82(load case 4) Max UpliftC= 46(load'case 4), B=-92(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-40/21 BOT CHORD B-D=0/0 NOTES (4-5) l 1) Wind: ASCE 7-98; 11Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable endzone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint C and 92 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPl 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information,as it may relate to a specific building. Any references to.job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 5) LOAD CASE(S) Standard r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5490634'2 Contractor/Job:.3514 EL D Date `Req 03/05/2004 Draw No:54906342CJ3 Job 54906342 Universal Tru, CJ1 t Products,lnc s Truss Type Oly Ply Centex-Orlando/3514-D1sk/3-2-4 ROOF TRUSS ft1th,,, Job Reference Innfinial Burlington, NC 27215, Jeff . en 5.200 s Sep 30 2003 MiTek Industries, IF. Tue Mar 02 1:05:50 2004 Page 1 Scale m 1:4. T1 A - E 0-10-15 0-11-11 3x4 T12%r-10-15 0-042 F ING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl - Ud PLATES GRIP20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a Ma 999 TL20 245/19310.0 Lumber Increase 1.25 BC 0.00 Vert(TL) -0.00 A >999 180 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a 10.0 CodeFBC2001/TPI2002 (Matrix) Weight:5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood.sheathing directly applied or 0111-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 SOT CHORD Rigid ceiling directly.applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=133/0-3-8, E=9/Mechanical, C=0/Mechanical Max Horz B=48(load case 4) Max UpliftB=-93(load case 4), C= 5(load case 3) Max Grav B=1 33(load case 1), E=9(load case 1), C=7(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension i TOP CHORD A-B=0/21, B-C=-26/2, C-D= 4/0 BOT CHORD B-E=0/0 NOTES (4) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint B and 5 lb uplift at joint C. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Al ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 ontractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342CJ1 Job Truss Truss Type 54906342 IMV2 I ROOF TRU Urnversal Forest Products,lnc., Burlington, NC 27215, Jeff Ken 1 1 Job Reference (optional) 5.200 s Sep 30 2003 MiTeltxtn"dumtries, Inc 1-9-14 9 1-9-14 1-9-14 1-9-14 x4 TL2o i k/3-2-4 Tue Mar 02 11:05:512004 Page 1 Scale 1:4. Plate Offsets X Y : B:Ed a 0-4-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES - GRIPTCLL20.0 Plates Increase 1.25 TC 0.01 Vert(LL) n/a n/a 999. TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC ' 0.00 Vert(TL) n/a n/a 999 SCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) - Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=31/1-9-14, C=31/1-9-14 Max Horz A=21(load case 3) Max UpliftA= 6(load case 4), C— 11(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=-13/9, B-C=-23/16 BOT CHORD A-C=-4/5 NOTES (5) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint A and 11 lb uplift at joint C. 5) Truss shall be fabricated per ANSUTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard VM.7kV 111%.1 111W. 1 1v-T%P Vu.7LVIIIVI I11101116. VGIV I Gn I IVIVI.LuO VIILMIVIJV 011up IVU. U-nmuo-tL Contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342MV2 I Job Truss uy Truss Typey „Ply Centex-Orland.o/3514-Dfjsk/3-2-4 I 54906342 LIP, F1.z MV4 ROOF TRUSS 1 1 Job Reference o tionalUniversalforestP,roducts,lnc., Burlington, NC 27215, Jeff Kerr ` `" 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Mar 02 11:05:51, 2004 Page 1 3-9 t4 2x3 TL20 11 3914tj Scale: 1.5"=1' T w1 A 61. - i 3-9-14 j. 3-9-14 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft Ud PLATES GRIPTCLL20.6 Plates Increase 1.25 TC 0.12 Vert(LL) n/a n/a 999 TL20 1245/193TCDL10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) n/a n/a 999BCLL0.0 Rep Stress Incr YES WB 0.00 Horz(TL), 0.00 C n/a n/aBCDLmoCodeFBC20011TPI2002 (Matrix) Weight: 12lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, BOT CHORD 2 X 4 SYP No.2 except end`verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied'or 10-0-'6 oc bracing. REACTIONS (lb/size) A=120/3-9-14, C=120/3-9-14 Max Horz A=62(load case 3) Max UpliftA=-28(load case 4), C=-39(load case 4) I FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD- A-B= 39/28, B-C=-90/57 BOT CHORD A-C=-12/15 NOTES (5-6) 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.0psf; 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=1.60plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspections 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28' lb uplift at joint A and 39 lb uplift at joint,C. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of,individual members only and does not replace erection and gpermanentbracingrequiredfortheoverallbuilding; design. Building Designer shall Verify all design information on'this sheet for conformance with conditions, and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to,job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. 6) LOAD CASE(S) Standard i j1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 Contractor/Job: 3514`EL D Date Req:03/05/2004 Draw No:54906342MV4 Job Truss 54906342 MV6 Universal Forest P;oducts,inc.,. Burlington, N EROOFr;,Tq pe 00 „ 3 n Qty.Ply Centex-Orlando/3514 Dfjsk/3 2-4. SS 1 1 Job Reference o tional i 15, Jeff Kerr 5.200 s Sep 30 2003 MiTek.Industries, Inc. Tue Mar 02-,1105.51 2004 Page 1 5-9-14 5-9-14 2x3 TL2011 Scale -1:13. B . t T W1 A B1 - i 3X4 TL20 i 2x3 TL2011 5-9-14 5-9-14 LOADING (psf) SPACING. 2-6-0 CSI DEFL in (loc) I/deft L/d . PLATES GRIPTCLL20.0 Plates Increase , 1.25 TC 0.34 Vert(LL) n/a n/a 999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 6.00 Horz(TL) 0.00 C n/a n/aBCDL10.0 CodeFBC2001/LP12002 (Matrix) Weight: 20lb LUMBER BRACING TOP CHORD 2 X 4 SYP No:2 TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purli.ns, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS' 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or, 10-0-0 oc bracing. , REACTIONS (Ib/size) A=200/5-9-14, C=200/5-9-14 Max Horz A=103(load case 3) Max UpliftA=-46(load case 4), C= 65(load case 4) 9iFORCES (lb) - Maximum Comp ression/Maximum Tension 9 TOP CHORD A-B=-65/46, B-C=-150/95 8 BOT CHORD A-C=-20/25 NOTES (5) 1) Wind: ASCE 7 98; 11Omph (3-second gust); h=22ft, TCDL=6 Opsf; BCDL=6:Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposedendverticalleftandrightexposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3).Gable requires continuous bottom chord bearing. i 4) Provide mechanical connection "(by others) of truss to:bearing plate capable of withstanding 46 lb uplift at joint A and 65 lb uplift at joint C. i 5) Truss shall be fabricated per ANSI/TPI,1-95 quality requirements.. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not `replace.erection and permanent bracing required for'the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer, accepts no responsibility for the:correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i s s i 3 ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 ontractor/Job: 3514 EL D Date Req:03/05/2004 Draw No54906342MV6 Job Truss Truss Type Qty Ply Centex-Orlando/3514-D(sk/3-2-4 54906342 M46 MONO TRUSS " 1 5 Job Reference (optional) Universal Forest Froducts;lnc.,, Burlington, NC 2721 Kerr 200 s Sep'30 2003 MiTek Industries, Inc. Tue Mar 02 11:05:52 2004 Page 1 1-0-0 5-5-10 9-4-0 1-0-0 5-5-10 3-10-7 Scale a 1:17. 2x3 TL2011 D 3x4 TL20= 9-2-8 9-2-8 5x4 TL20= - 9411 0 0- 1 -A . Plate Offsets KY): B:0-0-12 0-1-8 E:Ed a 0-2-4 LOADING ( psf) SPACING 2-0-0 CSI DEFL in 16c) Udefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.03 B-E. 999 240 TL20 245/193` TCDL10.0 Lumber Increase.. 1.25 BC 0.29 Vert(TL) 0.23 B-E 476 180 BCLL 0.0 Rep Stress Incr ` YES WB 0.17 Horz(TL) 0.01 E n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 39lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD. Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOTCHORD2X4SYPNo.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . REACTIONS ( lb/size) B=435/0-3-8, E=357/0-1-8 Max Horz B=118(load-case 3) w MaxUpliftB=-158(load case 2), E=-102(load case 2) 4 FORCES ( lb)-- Maximum Compression/Maximum Tension TOP CHORD A-B=0/131 B-C— 660/226; C-D=-124/0, D-E=-82/64 m BOT CHORD B-E=7228/615 WEBS C-E_-555/291. i NOTES . ( 6): 1) Wind: ASCE 7-98; 110mph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.0psf; Category Il; Exp B; enclosed; MWFRS.gable end zone; cantilever left and right exposed; i end vertical left and right exposed; Lumber DOL=1.60.plate grip DOL=1.33.: . 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Bearing at joints) E considers parallel to grain value using ANSI/TPI 1-1995'angle to grain formula. Building designer should verify capacity of bearing surface. - 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E. 5) Provide mechanical connection (by others) of truss to bearing plate -capable of withstanding 158 lb uplift at joint Band 102 lb uplift at joint E. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints.unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only.and,does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance withconditions and requirements of the specific building and governing codes and ordinances. The,truss designer accepts no responsibility for the,correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purpose's only and are not part of, the review or certification of the truss designer. e, LOAD CASE( S) Standard r 1 1 A, fustomer No: 11045 Customer Name: CENTEX HOMESOR'LANDO Shop No: 54906342: contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342M46 Job Truss Truss Type jai Ply Centex-Orlando/3514-Dfjsk/3-2-4 54906342 M4A MONO TRUSS Job Reference o tl6nal Universal Forest P.roducts,lnc., Burlington, NC.27215, Jeff Kerr. 5:200 s Sep 30;2003 MiTek Industries, Inc. Tue Mar 0211:05:52 2004 Page 1 1-0-0 7-0-0 1-0-0 7-0-0 Scale =1:13. 2x3 T12011 C wi `° m T1 B e; 1, D, 2x3 TL2011 3x4 TL20= 6- 10-8 7 0 0 6- 10-8 ;',' 0-1-8 Plate Offsets X Y : B:0-0-12 0-1-8 LOADING sf p ) SPACING 2- 0-0 CSI DEFL in floc) Hell Ud PLATES GRIP . TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TL) . 0.18 A >75 180 BCLL ' 0.0 Rep Stress Incr` YES WB 0.00 Horz(TL) 0.00 D n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight:251b ' LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, excep BOT CHORD 2 X 4 SYP No.2 end verticals. . WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) B=343/0-3-8, D=262/0-1-8 Max Horz 13=90(load case 3) Max UpliftB— 1,35(load'case 2), D=-74(load case 2) FORCES ( lb) - Maximum Compression/Maximum-Tension TOP CHORD A-B=0/13, B-C=-51/39, C-D=-195/114 BOT CHORD B-D= 16/21 NOTES ( 6) 1.) Wind: ASCE 7-98; 11Omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL='6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1.60 plate grip. DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.. 3) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. - 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding '135 lb, uplift atjoint B and 74 lb uplift at joint D. 6) Truss shall be fabricated per`ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace'erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and. requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design . information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and. are not part of the review oIr certification of the truss designer. - LOAD CASE(S) Standard ustomer No: 11045 Customer (Name:: CENTEX HOMES. ORLANDO Shop No: 54906342 contractor/ Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342M4A V 3 Job Truss Truss Type Oty Ply Centex-Orlando/3514-D sW3 2-4 I 54906342 MGE4 MONO TRUSS 1 1 4-lA Job Reference (optional) Universal Forest Rroducts,inc., Burlington, NC 27215, Jef Ke! 5 200 dWS'e"p"13Q2003 MiTek Industries, Inc. Tue Mar 0211:05:52 2004 Page 1 1-0-0 7-0-0 1-0-0 7=0-0 Scale a 1:12. T D . U4 TL20= 6-10-8 7 0 0 6-10-8 0-1-8 LOADING SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.24 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.04- ' A >339 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 E n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 26lb LUMBER BRACING, . TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-6 oc purlins, excepBOTCHORD2X4SYPNo.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD -. Rigid'ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=230/7-0-0, E=-23/7-0-0, F=401/7-0-0 Max Horz B=90(load case 3) Max UpliftB=-96(load case 2), E=-23(load case 1), F=-117(load case 2) Max ,GravB=230(Ioad case 1), E=9(load case 2), F=401(load cased) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-6=0/13,'B-C=-59/42, C-D= 31/23, D-E=-13/15 BOT CHORD B-F=-16/21, E-F=16/21 WEBS C-F= 297/179 NOTES (8) 1) Wind: ASCE 7-98; 110mph.(3-second gust); h=22ft; TCDL=6,Opsf; BCDL=6.Opsf; Category Il; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed. - end vertical left and right exposed; LumberDOL=1.60 plate grip DOL=1.33: 2) Truss designed for wind loads in the plane of the truss only. 3) All plates are 2x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection., . 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96,Ib upliffat joint B, 23 lb uplift at joint E and 117 lb uplift at joint F. 8) Truss shall be fabricated per ANSI/TPl 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing . where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and . g permanent bracing required. for the overall building, design. Building Designer shall verify all design information on this sheet:for conformance with conditions and requirements of the specific building 'and governingcodes and ordinances. The truss designer acceptsino responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the'review or " certification of the truss designer. . LOAD CASE(S) Standard ` Customer No: 11045: Customer Name: CENTEX HOMES ORLANDO Shop No: 54906342 ontractor/ Job: 35'14 EL D Date Req:03/05/2004 Draw No,:54906342MGE4 Job Truss Truss Type fi1i .'Ql Ply Centex-Orlando/3514-D1sk/3-2-4 54906342 G2 COMMON 1 1 Job Reference optional Universal orest F'roducts,lne.; Burlington, IN, 27215, (t`Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Mar'02 11:05:53 2004 Page 1 1-0-0 10 4 0 20-8-0 21-8-0 1-0-0 10-4-0 10-4-0 1-0-0 Scale - 1:36. 3x6 TL20= G F H 5.00 12. E D J T T c T T K T T T T 8 u dq M3x5TL20=' 3x6 TL20= 20-8-0 20-8-0 Plate Offsets X : G:0-3=0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.00 M >999 180, BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 96lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=188/20-8-0, S=144/20-8-0, T=172/20-8-0, U=124/20-8-6, V=254/20-8-0, Q=144/20-8-0, P=172/20-8-6, 0=124/20-8-0, N=254/20-8-0, L=188/20-8-0 Max Horz B=148(load case 4) Max UpliftB=54(load case 4), S=-21(load case 4), T=-69(load case 4), U=-51(load case 4), V=-85(load case 4), Q--10(load case 5), P=-71(load case 5), 0= 50(load case 5), N=-85(load case 5), L'-64(load case 5) Max Grav B=1 88(load case 1), S=144(load cased), T=173(load case. 6), U=124(load case 1), V=254(load case 6), Q=144(load case 1), P=173(load case 7), 0=124(load case 1), N=254(load case 7), L=188(load case i), - FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/21, B-C=-104/29, C-D=-47/43, D-E=-39/64, E-F=-41/91,.F-G=-38/93, G-H=-38/91, H-1=-41/73, I-J=-39/40, J-K=-47/19, K-L=-80/29, L-M=0/21 . BOT CHORD B-V=0/O, U-V=0/0, T-U=0/O, S-T=O/O, R-S=-O/O, Q-R=O/125, P-Q=O/125, 0-P=0/125, N-0=0(125, L-N=0/125 WEBS F-S=-111/41, E-T=-128/95, D-U= 97/71 C-V= 181/118, H-Q=-111/30, 1-P= 128/97; J-0=-97/71, K-N=-181/118 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11omph (3-second gust); h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp,B; enclosed; MWFRS gable end zone; cantilever left and,right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. 4), All plates are 2x3 TL20 unless otherwise indicated. . 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 31 Gable renuires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint B, 21 lb uplift at joint Si 69 lb uplift at joint T, 51 lb uplift at joint U, 85 lb uplift at joint V; 10 lb uplift at joint Q, 71 lb uplift at joint P, 50 lb uplift at joint 0, 85 lb Uplift at joint N and 64 lb uplift at joint L. 9) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints: Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required.forthe overall building design., Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer:' LOAD CASES) Standard I I i I Customer No: 11045 Customer Name:`CENTEX HOMES ORLANDO Shop' No: 54906342 contractor/Job: 3514 EL D Date Req:03/05/2004 Draw No:54906342G2 CC) I Q C7l o 0 N F i STRON BACK oena s 6d WISOTW4 44 VgrTK4 OLD" StGU1tE r S 18d Wy$ O FACH V4R1%S1L UJGTE TD BOTTCY CMDRD ti4 FOIBLE SIRONOBX.1Ci 3PACm Q 17-f1 (1N7() NE TD WYfrGw CERTNN ivsE IliSE11o91F$. srxoNc cle N2E . v®ra„o1L 18-7-8 41-4-8 Gs o jy s 1 418-7-8 20-8-B 20-8-0 60-0-0 Vex t E iol lllf lailla Ln W o 99J m J WW WWFF O' g O ~ q U ej a Q O' W `v C \ DRAWN BY, DW CHECKED BY, DFAWW NUMBER s 1310005 Mar ly 2 U U I l 11AN1 No 0461 P 8 i SAF 1 11 w f u' cii. f C 5 v v n o rVI f A z z 1 1 z f z 0 ti f CJ5 v v fciiWr I f b I t I I LEDGER BY fFlELDFRAMEBYOTHERS fOTHERSyti f HANGER LEGEND I 1 TYPE... DESCRIPTION' H115 2B 4mIU11 011iY - ROOf 3' bath duc- to roof cap w/fan 0 3.0 TON V/IOKV @240V 1PH 18x13 peen 2244 rad' ptatforn by bldr 3' bath duct to roof cap w/fan 1 C A dryer watt cap J F rc- NCCt i S v O o v z+1 3 C T 10 4wcd 175 U u in Z O 3' bath duct C to roof cap > O w/fan t1J LLj O Q0 0 0 0 y Jff in FAA.efi4GARAW;447 3974 CaV"rpEnTRn 3 SF 18' a ]" dtH seam iW 3 SECOND FL PL P+! FIRST FLOOR PLC scale=I/8'=1'0' BATHTAB 4 nusZ nave a runimum clearance of i 3 _ 4 inches around the air handler per the State Energy code_ All duct has an r=6 insulation .value. v Q 42X42 A C SLAB BY BLDR MIN d 2' FROM WALL 4 WX W—I CDQF-= W CDEJZR U:E Rating o` r cn m z a ~ o D t- Q a m —1 U) 0 CONCRETE OR CAULK BETWEEN WOOD' BUCK & B.W. I-1/4' MIN. BUCK WIDTH) EMBEDMENT ONE BY WOOD BUCK BY OTHERS FBY MASONRY PENING OTHERS MAS"Y. OPENING BY OTHERS INSTALLATION ANCHOR ONE BY HERD 3/16' DIA. TAPCON p BUCK BY OTHERS - I I. BY OTHERSSHIMIt p I 1/4' MAX. GLASS SEE. NOTES). TYP.)(SEE NOTES) PERIMETER, 94 CAULK BY OTHERS FLANGE TYPE, FLANGE TYPE WINDOW FRAME WINDOW FRAME JAMB CAULK BETWEEN HEADER, WINDOW FLANGE PERIMETER o RIGID VINYL WOOD BUCK CAULK GLAZING BEAD BY OTHERS W y. (TYP.) GLASS w.W. WI DOW TYP.) (SEE NOTES) WINDOW WIDTH) HEIGHT) CAULK BETWEEN WINDOW FLANGE &PRECAST SILL W/ VULKEM 116 :ADHESIVE CAULK" OR APRV'D. EQL. PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME SILL B.H. BUCK CAULK BETWEEN HEIGHT) WOOD BUCK & AS'Y nor KIT Mr. SECTION B-B UMMMI W.W. PRECAST SILL a n Q Q BY OTHERS Y A l B C NOTES: SECTION A -A 1) SHIM AS REO-D. AT EACH :INSTALLATION 'ANCHOR; MAX- ALLOWABLE SHIM STACK TO BE 1/4". D E 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.. NI 4) USE SILICONIZED I ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS: SILL MUST BE ATTACHED TO THE -SUBSTRATE. WITH J B K VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK.: FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F Ci 6), IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM El300-;GLASS' CHARTS 8) LETTER 'DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H I I 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. j - TO PROVIDE MIN. 5/8 IN. EMBEDMENT. INTO WOOD BUCK. A 10). FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 TSERIESSINGLE. HUNGS. E L V ! 0 I 1 1) WHERE WINDOWIS )INSTALLED. IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD -.BUCK, USE #10 SCREWS OF i SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. I g - - _ M BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART BUCK LOCATIONS IN HEAD LOCATIONS: IN JAMB CALL30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO'" 40PSF 41 PSF TO- 70PSF SIZESIZE12 18 1/8 x 25 B B B F-. G F, G F. G F, G 13 18 1/8 x 37 3/8 8 F, G F,G 14 18 1/8,x 49 5/8 B 8 F. G F.G 145 18 1/8 x 55 1/4 B B F, G F,G 15 18 1/8 x 62 B 8 B: B . F.G ,, F•G.H 1 , 1517 18 1/8 x- 71 f 8 1 8 X 83 8 F,G " F.G.J,K IH2 25 1/2 X 25. 8 B F.G. F, G F , G . F, G IH3 25 1/2 X 37. 3/8 B 8, B 8 F;G F,G,H.1 1H4 25 1/2 X 49 5/8 1/ 4 8 B F,G F.G.H.I 11445 25 J/2 x. 51 8 F.G F.G,H,I lH5 25 1/2 X 62 8 - B 13 F.G F,G,H,1 1H6 TH7 25 1/2 x 71 25 1/2 X 83, 8 8 F,G"J,K F,G,J_K 30 1/2 x 26 129 1/2 x 25 B 6 8 F,G - F,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B 6 F G F..G JO 1/2 x 50 5/8 29 1/2 X 44 5/e B B F,G F.G H.1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 8 F,G F,G,H.I 30 1/2 x 63 29 1/2 X 62 B B 8 F,G,H.I F,G,H,1 30 1/2 x 72 29 1/2 x 71 B F,G.J.K F,GH 30 1/2 x 84 29 1/2 X 83 B 22 36 X 25 B B B B f. G F, G F,G 23 36 X 37 3/8 B 8 F,G F,G,H,1 24 36 X 49,5/8 8 B F•G F'G'H,i 245 25 36 x 55 1/4 36', X 62 8 B F.G.H,I F•G•H'•1 26 36. x 71 B B F,G.H.1 O.E.F.G.H.1 27 36 X 83 8 8 F.G,J.K E.G.H.I,J.K 42 x 26 41 X 25 B 8 8 B F,G F.G H,1 42 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 B 8 F.G 'H,t' F,G,H,I 42 x 56 1/4 41 x 55 1/4 B B F,G.H.1 D.E.F,G,H.1 42 x 63 42 x 72 41 X 62 4: 1 X 71 8 B F.G.H,1 D.E,F,G,H.1 42 x 84 41 X 83 B B F,G,J.K F"G,H,I,J,K 48 x 26 47 X 25 B 6 A. C. A. 0 F. G F. G F,GH.1 48 x 38 3/8 47 x 37 3/8 B A.0 F,G F;G;H,I 48 - x 50 5/8 47 X 49 5/8 B A.0 F,G,H,I F.G,H;1 48 x 56 1/4 47 X 55 1/4 47 X '62 B A.0 F.G,H,1 D,E.F,G.H,1 48 x 63 48 x 72 47 X 71 8 A.0 F,G.H.1 FGJK D. E.F,G,H1 DEFGHIJK 48 x 84 47 X 83 8 8 A C A. 0 F,G F,G 32 33 52 1/8 X. 25 52, 1,/8 X 37 3/8 8 A.0 F,G F:G.H,I 34 52` 1/8 X 49 5/8 B A.0 F,CH,I F, G,H,I. F. G.H.1 D. E.F"G.H.I 3 52 1/8 X 55 1/4 B 8 A, C A. 0 F,G,H.f D,E.F,G.H.1 35 552 1/8 X 62 52 . 1/8 x 71' B A,C F,G H,1 D,E,F,G,H,I 36 37 52 1/8 X 83 B A,C. F,GJ.K D.E.F,G,J.K,J,K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. INTERNATIONAL, INC. Y FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION -DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500:E 2000 DRAWN BY: B B APPROVED BY: DATE: 10 / 09 / 01 SCALE: N T S DWG.: FLEX 0016 T104 ENGINEERING. INC.; 250 INTERNATIONAL PKY., SUITE 250. HEATHROW. FLORIDA 32746--PHONE 407 805-0365 FAX 407 905-0366 INSTALLATION ANCHOR CHART , QUANTITY IN QUANTITY IN HEAD & SILL EACH JAMB CALL, WINDOW UP TO 70 PSF UP TOSIZESIZE 2024 23 1/2 X- 27 1/2 ,: 2 2 2030 23 1/2 x 35 1/2 2 2 32038231/2 X 43 1/2 2 2040 23 1/2 x 47. 1/2 2 3 2044 23 1/2 X 91 1/2: 2 3 32050231/2 X 59 1/2 2 2060 23 1/2 X 71 1/2 2 4 2070 23 1/2 x 83 1/2 2 - 4 2424 27 1/2 X 27 1/2 2 2430 27 1/2 X 35 1/2 2 2. 2438. 27 1/2 x 43 1/2 2 3 2440 27 1/2 x 47 1/2 2 3 2444 27 1/2 X 51 1/2 2 3 2450 27.1/2`X 54 1/2 2 3 2460 27 1/2 X 71 1/2 2 4 2470 27 1/2 X 83 1/2 2 4 2824 31 1/2 X 27 1/2,. 2 2830_ _._ 31 1/2 x 35, 1/2 2 2 2838 31 1/2,x 43 1/2': 2 3 2840 3t.1/2 X:47 1/2 2 _ 3 2844 31 1/2 X 51 1/2 2 3 2850 31 1/2 x 59 1/2 2 3 2860 31, 1/2 X 71 1/2 2 4 2870 31 1/2 x 83 1/2 2 4 3024 35 1/2 x 27 1/2 2 3030 35 1/2 X 35 1/2 2 2 3038 35 1/2 x 43 1/2 2 3 3040 135 1/2 x`47-1/2= 2 3 3044 35 1/2 x 51 1/2 2 3 3050 35 1/2 x'59 1/2 2 .. 3 3060 35 1/2 X 71 1/2 2 4 3070 35 1/2 X 83 1/2 2 4 3424 39 1/2 X 27 1/2 3 3430 39 1/2 X 35 1/2 3 2 3438 39 1/2 x 43 1/2 3 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 X 51 1/2 3 3 3450 39 1/2 X 59 1/2 3 3 3460 39 1/2 X 71 1/2 3 4 3470 39 1/2 x 83 1/2 3 4 3824 43 1/2 X 27 1/2 3 2 3830 43 1/2 X 35 1/2 3 2 3838 - 431/2 x 43 1/2 3 3 3840 43 1/2 x 47 1/2 3 3 3844 43 1/2 X 51 1/2 3 3 3850 43 1/2 X 59. 1/2 3 3 3860 43 1/2 X.71.1/2 3 4 3870 43 1/2 x 83 1 2 3 4 4024 47 1/2 X 27 1 2 3 2 4030 47 1/2 x 35 1/2 3 2 4038 47 1/2 X 43 1/2 3 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 X 59 1/2 3 3 4060 47 1/2 X 71 1/2. 3 4 407047 1/2.X 83 1/2 4 INSTALLATION ANCHOR CHART QUANTITY. IN ,- QUANTITY IN CALL WINDOW' HEAD &`" SILL EACH JAMB UP PTO 70 PSF UP TO 70 PSF SIZESIZE12 18 1/8. X 25 2 2 . 3 13 18 1/8 X 37 3/8 2 14 r 18 1/8 X 49 5/8 2 3 3 1- 45 ' -- ' 18 1/8 x 55 1/4 2 15 18 1/8 X 62 2 4 16 18 1/8 X 71 2 4 17 18 1/8 x 83 2 4 2 1H2 25 1/2 x 25 2 3 1 H3 25 1/2 x 37 3/8 2 3 1H4 25 1/2 X 49 5/8 2 3 1H45 25 1/2 X 55 1/4 2 4 1H5 25 1/2 X 62 2 1H6 25 1/2 X 71 2 4 1H7 25 1/2 X 83 2 4 30 1/2 x 26 29 1/2 X 25 2 3 30 1/2 x 38 3/8 29 1/2 X 37 3/8 2 3 30 1/2 x 50 5/8 29 1/2 X 49 5/8 2 3 30 1/2 x 56 1/4 29 1/2 x 55 1/4 2 4 36 1/2 x 63 29 1/2 x 62 2 4 30 1/2 x 72 29 1/2,X 71 2 4 30 1/2 x 84 29 1/2 X 83 2 22 36 x 25 3 23 36 X 37 3/8 2 3 24 36 X 49 5/5 2 3 245 36 X 55 1/4 2 4 25 36 X 62 2 4 26 36 X 71 2 27 36 X 83 2 4 42 x 26 41 X 25 3' 3 42 x 38 3/8 41 x 37 3/8 3 3 42 x 50 5/8 - 41 x 49 5/8 3 3 42 x 56 1/4 41 X 55 1/4 3 4 42 x 63 41 x 62' 3 4 42 x 72 41 x 71 3 4 42 x 84 41 X 83 3 48 x 26 47 X 25 3 3 48 x 38 3/8 47 x 37 3/8 3 3 48 x 50 5/8 47 X 49 5/8 3 3 48 x 56 1/4 47 X 55 1/4. 3 4 48 x 63 47 X 62 3 4 48 x 72 147 X 71 3 4 48 x 84 47 X 83 3 2 32 52 1/8 X 25 3 3 33 52 1/8 X 37 3/8 3 34 52 1/8 X 49 5/8 3 3 3 345 52 1/8 x 55 1/4 3 35 52 1/8 x 62 3 4 36 52 1/5 X 71 3 4 37 52 1/8 x 83 3 4 m atX't X 1rL uDQ H. i X 2 X 2/8- F r EV t i J n. 1 Jc ai' 10C C -- _ J.r; A:ay t . ^:?: / --' • i iiJ:.±t .L{ I ". r?- tt,r r. r MINI Q 1 Ar: ii.0 SMS N i y m 1 1 1' TILj ficr•.i 7 :,. '. 1 ... .. Y. -mot ir-^ l ,: SE-_.. s .. _: 1 .Y_.,. t . .," r" =r I: S N --- l..t , .. _ r-:. ,. ; r % - O, - , j r` .•• , —Ri /, _._ - r' - 1. ;.. ON -. r ; ,! , y. ,: _. I_ ,4 t : ! l QN i ^ A . st' far; to I?C-P,U 6C h_L .` 1=K_ i X ILti\IC '^rr 1..i5L r L ,. I P E , B (1 Y, ,) , S MP ` rLTAli STAL LAN TT3 ANC w i y !^, 1-[-. .- s-• v r-r I rSte- - I - Apr t^tom "1S APPING SKE J.. tt EN SLp._At'•ii BETwEr_'v ". Ste. : At e W t'v TAF,i $ S r/ 'v Tj :v r 1 _ MULLION i EMBC- N.. WINDOW' FLANGES WIN Ew r. fvC 1 MULLIONIGh t 8 'Jr L _0;4 iat'. r1 pE3 °x 1-11/2 S=I'F. • t t 17....C_+ : J !., i R. wJ'—: C1LL By rrr{LKJ e i rlG _( rS •. 77.4 F, ..i,G S i TOIL qy H1+ v!-_`, ttclr __----•- J•-t.J ! I;JI V :'`1—"f1 r ALll.I Til A; ,?.N1,` - R_0:1t-REIJ UBE M _aI-{rti TUBE- MuLLILDN 0 LR S.H. JA j- # 8 X 1/2 SD F T A P P 1 G SPASIlk i d p - L SEA! ANT BETWEEN TwFLAI; C I \ MULLIONt , i E Si is : T P,i '— ``ATl; i' t vA ON O' 1 ERS INTERNATIONAL, - INC . FLORIDA EXTRUD SANFORD, FLORIDA t 01, 10 r' i -0'0- LrsNf-) SHE; T 1 TITLE: — - F r r f T rINy> ti a ;rr { ''HER '-'DP- <'Si-!E_ i C1` ) r G 2 SELF" SMS ' , - DRAWN " BY nl APPROVED BY: k F nAT4rAT.F. : _ nwa SERIES 1000 1500 FLANGE. VERTICAL DESIGN PRESSURE CAPACITIES CAPACITY CAPACITY APACITY CAPACITY CA PACITYCAPACITY CAPACITY WINDOW CITYCAPACITY lX2XI/8 1, CAPACITY llX2X3/8 1 CAPACITY lX2X3/8 7 CAPACITY APACITY C 7/16Xl/8ilX2 7/16M/8lX2 7/l6X3/8:lX2 CITY 7/16X3/8' lX4Xl/8 1 X4X 1/8. TUBE MULL 1 X4X3/ 8 TUBE MULL i 1 X4X3/8 MULLTUBEM 2X4X3/82X4X3/8 LIRF MULLTUBEMULLTWINDOW CALL lX2Xl/8 TIP -TO TIP TUBE MULL TUBE MULL TUBE MULL MULL! TUBE MULL 2 ANCHORS TUBE MULL 4 ANCHORS TUBE MULL 2 ANCHORS MULL 4 ANCHORS TUBE MULL 4 ANCHORS 6 ANCHORS.' 4 ANCH ORS 6 ANCHOR S i 6 ANCHORS SIZE i SIZE 2 ANCHORS SECT. 4 ANCHORS SECT. A-AW 2 ANCHORS 1 T. A-A(2). 4 ANCHORS 1 i SECT. A-A(2) SECT. A-A(3 SECT. A -A( ;SECT. A-A(4) ;SECT. A-A(4) -j SECT. A-A(5) SECT. A-A(5)' SECT. A-A(6) SECT. A -A 6) SECT. A-A(7) A-A(l If 732.42 1336.52 i 692.83 336.5 2 732.42 336.52 732.42 1791-81 1187.72!791.81 11187.72 111 187.72 1 19 1/8 X 26 336.52 317.66 q 209.72. i1429.55 T 209.72 456.46 209.721 1456.46 493.47 740.20 493.47 740. 20 740.20 13 9 1/8 x 38 3/6. 209.72 1 1177.46 152.75 193.92 l 52.75 f 1271.83 1 359 .41 539.12 359.41 1539-12 1539.121 14 19, 1/8 X 50 5/ 9, 131.23 t4. 1; 1.31 23 1 1 b2.75.. 127_29 127.29 135.81 139.09 1135.81 194.9 . 7 1319.55 460.17 51319 5 479.33 79.33 145 119 1/8 X 56 1/494.1,3 1* 3 89.2i 89.21 i 97.48 119.85 136.64 128 2.02 423.03 282.02 423.03 1! 423.03 15 19 1/8 X 63 65.97 65.97 ----------- ........... 158.81 58.81 97.48 64.27 64.27 190.09 90.0 9. 212.62 212.62 if 296.98 296.98 365.75 16 19 1/8 X 72 i43.49 19 1/8 X 84 12 619 6 26.96 36.45 i 36.45 39.83 i 39.83 .55.84 55.84- 1131.79 131.79 1184.08 184.08 294.03 17 572.13 262.87 i 541-20 262.87 s 572.13 i 262.87 572.1 3 1618.52 1927.78 1618.52 1927.78 1927.78 1 H2-, 26 1/2 X 26 262.87 6 1/2 X 38 3/a 157.93 1239.21 1157.93 1,323.48 15T.93 343.74 157.93 343.74 371.61 557.41 i371.61 557.41 1.557.41 1399.53lH3 lH4 26 1 /2 X 50 5/6 97.25 97.25 113.20 131.51 113.20 1143.71 113.20 1:201.45 1266.35 1.399-53 1339.42 266.35 399.53 1H45 6 1/2 X 56 1/4 69.43 169.43 93.89 i93.89 100.1 7 1102.59 100.17 143.81 235 .70 1 1236'.83 23 5.7 0 207.10 353.55 310.65 353.55 310.65 lH5 26 1/2 X 63 48.44 148.44 165.51 65.51 71.58 88.01 i 100.34 65.86 155.44 11155.44 217.11 1217.11 f267.38 H6 26 1/2 X 72 :31.79 131.79 142.99 142.99 146-.98 146.98 d65-86 140.64 195.93 95.93 l 33.99 1,133.99 if 214.02 IH7 1 26 1/2 X 84 19.62 19.62 26.53 26.53 128.99 128.99- 40.64 22 37 X 26 216.75 471.75 216.75 1471 75 1216.75 J266,00 1471.75 1216.75 1122.22 1471.75 26 6.00 1510 1287 57 176 5 431.36 1.510 1287.57 765 43 1.36 7651 1431.36 23 ib 7 X 38 3/8 122.22 185.12 122.22 1; 250.32 122.22 1 108.37 i 85.36 1151.91 200-86 i301.29 200.86 :T30- 301.299 1301.29 24 07 X 50 5/8 73.34 1; 173.34 151 97 185,36 70.28 99.17 70.28 185.36 74.98 176.79 74.98 10 7.65 1176.43i 254.07 1176.43 i 264.64 264.64 245 7 X 56 1/4 .51.97 48.70 48.70 1 53.21 153.21 65.43 74.59 153.96 176.06 1153.96 2 _qA30 230.94 25 37 X 63 36.01 2 6 37 X 72 23.47 36.01 123.47 31.74 i 31.74 34.69. 134.69 148.62 48.62 f 1114.76 1114.76 131.61 1160.30 f 1197.41 27 37 X 84 i 14.39. 14.39 19.46 i 19.46 21.26 T21 1.29.81 29.81 70.36 i 70.36 198.27 198.27 156.97 53 1/8 X 26 191.61 417.04 191.61 394.49 19 1.61 1417.04 191.61 - 4J. 7. CY4 450.85 1676.28 1347.25 450.85 i 676.28 1676.28 32 1201.51 i-2t4.14 2,..4.1 4 2 1.50 1231.50 347.25 347.25 33 P3 1/8 X 38 3/8 98.38 1149.02 56.23 198.38 76.04 198.38 65.45 65.-45 1 ;A54.001183.09 11.6. 123 1.01 1154.00 1231.01 231.01 34 3 1/8 X 50 5/8156.23 139.32 65.45 1 5, 156.73 58.10 156.73, i8l.4 4 133.48 192.22, 133.48 120.0.23 1200.23 345 3 1/8 X 56 114139.32 53.17 136 3.17 36.40 1 39.78 148.91 55.76 lt5.08 1131.60 1115.08 172.63 172.63 3 1/8 X 653 3 26.92 126.92 40 i 39.78 25.62 135.92 135.92 184.77 184.77 197.21 118.41 1145.8 2 36 1 53 1/8 X 72 17.34 i 1 17.34 23.45 23.45 25.62 21.77 51.39 15:1:: 39 71.78 71.781 120.81 37 i 53 1/8 X 84 10.51 110. Ll 51 04 .21 14.21 15.53 415.53 121.77 SERIES 1.000 1500 FLANGE VERTICAL INTERNATIONAL, INC FLORIDA EXTRUDERS -SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES R-El SURE CAP'— TITLE: IJL i i , L_ --,, L_f i E_ SHEET '2 OF 2 tl,. XUI N t uju' -0 ru NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED AT EACH END. DRAWN BY: APPROVED BY: B)DESIGN PRESSURES GIVEN ARE FOR 1.5 X c A ccw 11 1; 213 '70 SCALEDATE: 0.1 , i / : ! i - DWG.: 1 Vj' FLG P` P4 8 SCREW INSTALLATI N ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR SIZE AND SIZE UP TO 46 PSF-TO 61 PSF TO UP TO 46 PSF TO .6I PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX.:XO ;., 48 X 80,. 6 6 6 8 8 8 8 4 4.,. 4 4 4 4 5068 XX, OX, X 60. X 80 6 6 6 8 8 ' 8 4 4 6068 XX; OX;'' X 72 `X 80 8 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 XO 120 X 60" 12 12 12 6 10 10 10 5 5 5 5080, XX, X, X 60 X 96 6 6 8 8 10 10 10 S 5 5 6080 XX, OX, XO 72. X 96, 8 10 10 10 10 10 5 5 5. 8080 XX, OX, X 96 X 96 10 , 12 12 10 10 10 5 5 5 10080 XX X , X 120 X 96 12. 6 12 12 12 6 6 6 50100 XX, X, X 60 X 120 6 6 8 8 12 12 6 6 60100 XX, ox, xO 72 X 120 8 10 12 12 12 12 6 8 80100 XX X X 96 X 120 10 0 8 8 8 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 4 4 4 15068 OXO 181 1/8 X 80 16•, 16 16 8 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 5 5 5 15080 OXO l81 1/8 k- 96 16 16 16 10 12 5 7 8 90100 OX 109 1/8 X 120 12 12 12 12 12 12 12 12 5 7 8 120100 OXO 145 1/8- X 120 14 14' 14 8 '° 8 4 4 4 9068 XXX 106 5/8 X 80 12 12 12 8 8 8 4 4 12068 XXX` 142 5/8 X 80 14 14 14 8 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 14.2 5/8 X 96 14 14 14 10 10 10 5 ' 5• 5 15080 XXX 178 ;5/8 X 96 16 -' 16 16 12 12 12 6 7 8 90100 XXX 106 5/8 X 120_ 12 12 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 120 14 14 14 8 8 4 4 4 10068 OXXO _ 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 8 1010080OXX 11 / X 12 L2 12 1 10 10 1 1.0 5 5 - 5 12080 OXXO 143 5/8 X 96 14 14 18 14 10 10 10 5 5 5 16080 XXO 191 5/8 X 96 18 18 12 12 12 6 7 8 100100 OXXO' 119 5/8!X 120 12 12 12 14: 12 12 12 6 7 8 120100 XXO 143 5/8 X 120 14, 14 12 12 12 6 7 8 ` 160100 OXXO 191 5/8 X 120 18 18 19 4 4 4.. 10068 XXXX 11 1/4 X 12 12 8 4 4 4 12068 XXXX 141 1/4 X 8014 14 8 8 8 8 8 4 4 4 16068 XXXX 189 1/4 X 8016 16 10 5 5 5 10080 XXXX 117 1/4 X 9612, 12 10 10 5 5 5 12080 XXXX 141- 1/4 X 9614414- 14 10' _ 10 10 10 5 5 5 1.6080 XXX-X 189 17.4 X 9616 16 10 10 12 5 7 8 i00T00':` XXXX 117 T/4 X 12012 12 12 _ 12 12 S 7160100120100XXXX141 `1/4 - X 12014 14 1.2 12. 12 5 7XXXx1891/4 X12016 19 12 I2 ANCHOR .NOTES: 1) FOR MASONRY OPENING; W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. fi FLORIDA EXTRUDERS INT. IN. SANFORD, 'FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENGINEER: DRrt . BB DATE, 12 / 21 / 01 DISCIPLINE: CIVIL SCALE: .N.T.S. DvG. NO:. FLEX0027: FL. REG. NO " 47182 REV.:LETTER:` S.EET, 2 OF 2 DE51GN PARAMETERS BASIC WIND SPEED W MPS' (FASTEST MILE) 110 M.PJ 4. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 10 WIND EXPOSURE CATEGORY B APPLICABLE INTERNAL PRESSURE COEFFICIENT = 0.18 INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS a +22 , -18 F'SF ROOFS +20 , -20 PSF 30 PSF AT OVERHANGS) VANGUARD/FOX & JACOB ORLANDO DIVISION I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING. WORK: 2. ON-51TE VERIFICATION OF ALL DIMENSIONS AND- CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS: EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER OUESTIONS PERTAININC, TO THE DRAWINGS AND/OR 51`ECIFIGATIONS. 5. It 15 THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODE5, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EOUIPMENT, MATERIALS, AND PERFORM ALL WORK NEGE55ARY, INDICATED, REA50NABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = I'-O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0 ALL IiXII PLANS ARE DRAWN TO THE .SCALE 115" = I'-O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO I/lb" = I'-O". SHEET INDEX SHEET NO. SHEET NAME C - COVER SHEET Al - FOUNDATION PLAN, FOUNDATION DETAILS, WALL SECTIONS A1.1 - FOUNDATION DETAILS, CONT. A2 - FLOOR PLAN A3 - EXTERIOR ELEVATIONS A4 - ELECTRICAL/HVAC PLAN A5 - INTERIOR ELEVATIONS, RISER DIAGRAMS A6 - PRECAST LINTEL DIAGRAM A6.1 - PRECAST LINTEL TABLES A7 - FLOOR & ROOF TRUSS LAYOUTS A7.1 - STRAPPING SCHEDULE Si - STRUCTURAL DETAILS S2 STRUCTURAL DETAILS S2.1 -STRUCTURAL. DETAILS S3 - STRUCTURAL DETAILS VANGARW & 5liZR/SAIY>EENGINEEREDBY: FOX& JACOSS ENGINEERING, MMES sheet C Of.. I SPY' COW- SLAB t4FI0EI0lE5N OVER 6 MIL VAPOR BARRIER "ON LOAD BR&. HALL - OVER TREATED 3V GOW- SLAB t*`F9%3*IE5N COMPACTED FILL OVER & m VAPOR BARI;um 1 0 5 REINAR Clow. OVER TREATED COMPACTED PILL SIB COW. KPIBEF*,IESH 5 REBAR C<W. OVER il f-m- ORVAPOVERTREATFI COMPACTED FILL GRADEL-4 r_ -A MONOLITHIC 51-AI3 GW THICKENED SLAB NON BEARINIS, J/ DEPRE55ED SLABKZ,5' TWO STORY ®ENTRY GONG. PATIOS ,ZNON EWHAR IN60 GARAGE WCOW-SLA13KIr =SH t N.— 1OVE2- 6 "L VAPOR BARRIER ..... . OVER TREATED C,-P,— FILLCORNER ull STD. HOOK7 5 13AR 0 5 HORIZ. 5AR-J cm C40N(::. FILLED TOP COURSE UJA - 5 10* 10, 3- 5 REBAR CHAIR BLOCK f3E3 THICKENED 5LAE3 LB LINTEL BEAM REINFORCING CHAIR BLOCK UNDER FRAME K/BEARIW6 WALLPLL TWO STORY 2*>C2* STL- 2'>C2* STL WASHER vt-,5NER FILLED PV 'T W0LINTEL 5CONT- I/.r STRAIGHT Zu AL I W, COUPLING 112' TWEADED V2* THREADED ROD ROD 52' 016 2- 112'5TL, VERTICAL REBAR 1/2' X 5" AB- 32' 0/1- PLA6HEP Rim SEE PLAN SINGLE COURSE LINTEL ALTER ToRly, ALTERNATE 2-5TORY 3/ 47.1-0-- A— AGHMENT(BLOCKMOOD) ATTAGHMENT(WOOF-0100D) R- Iq RrAjL. FIBER6LASIS S"IN61-15 FIBERG. LA6S SHINGLES OVER OVER 15- FELT OVER r-AFELT OVER 1/16' OSB 1/ 16'050 OR V2'CVX WOOD TRUSSES HOOP TR)55E5 STp--pPm STRAPPED AS SWOJ.N AS SHOWN ON TRI S ON TRUSS LAYOUT LAYOUT P. T. DC2 OVER D<S CDR OVER P. T. IX2 OVER DO GOP 2Xr. SUBFASCIA W1 CONT. 1/ 2' OVER 2X6 5"ASCIA D ALUt-t VENTED SOFFIT DRYWALL W CONT. ALJ)K DOUBL DBL 2xa `IEADER DOUBLE VENTED SOFFIT, 2X - TOP PLAT UNLESS OT;4EFW5E 2X - TOP PLATE VDL- 2X6 HEADER NOTED ON PLAN FOP, W-6" MAX.OPENING, HEADER OEIL2)(10 _ *UXNDOW UNIT FOR 51-q' MAX OPENING UND. 2X WOOD STUDS - 16' O.C. WINDOWtWIT2x HOOD STUDS 9 16' 0,C, STUCCO ON MTL- LATH IV R-11 INSAIL 15- FELT SlLr- co ON MTL. LATH OVER 1/161 OVER 1511 FELT OVER 7116" 06B. OR 1/2'COX _2X BOTTOM PLATE ON 3/4' T4G 0S.5. 2X 5OrTOH PLATE ON 3/4" T46 PLYWOOD' 2X4 COW BAND BOARD FLOOR TRUSS STRAPPED AS 2X40ONTBANDBOARDSWOUN ON T131S5 LAYOUT FLOOR TFM&. STRAPPED AS SHOWN ON TFASS LAYOVr OR LKTEL BLOCK DETAIL -Fr--44T. -VV OR ALT. 1/2' 0R`TUL6,LL WA - 5 BAR OVERIX2 FURRIW, 2- STORY ATTAZWENT OVER D(2 LINTEL 61-REEN rr ORYPIN-L PURRING. OVER OVER P.-S IHWaL. W 5 BAR INSULATION PRECAST WITH W 5 DON L"T WHEN 6 FT OR GREATER 31,51 COW- &-A5 PRECP6T COW- SILL OVER 6 "L w VAPOR BARRIER MASONRY P1415H OVERTERMrTE- 5- t/2' COHO SLAB PV OVER CCU BLOCK TREATED, Iln I - < Ci OVER 6 "L COMPACTED FILL CM BLOCK, UPM OVER HAS. FINISH OVER I BAR.- SHOMIN TREATEDC-OHPA4T ED Ff C+V aLoor.,141w, Dovia-S L rIOFL4 "ON o %"* LOCATIONS LL7ONFOUNDATIONPLANd =AT. GRAPE 6RAVE t. 3 0 5 BARS WALL 5EGTION - FRAME OVER GM WALL SECTION-® FILLED CELL -TWO STORY TWO 5TORY STEM WALL - SINGLE LINTEL FOUNDATION DETAILS 4 WALL SECTION FENGINEWWRICANEEFUNG lkk— wool e PATIO 6- 00 X 6 W4i 61- 0. Iv I AS77 Lv ir) In III FOUNDATION SLAB NOTE: 5 [ 12'CONC. SLA5WFIDIERI-1ESH OVER 6 MIL VAPOR BAfMOZ ON CLEAN, WELL COMPACTED TH;U,41TE- RE5ISTANT TREATED FILL OR SYSTEM ( TYP) V- 4VY v otSF. 24', G4'xL7* TW- ED b WHO, PAD UV (3) --,ZZZZ FAL J L J-J 3'- 4 in IA I 7 F L! 1 4- J lT X:-. 1. 1 1 - 11u) 4—\ 4- PVr, GFL-6E I TOC49NUE145ER2 1114" 5-- o- 14*-4' MAXIMUM 5PAQN6 OF FILLED G LL5 GARAGEIuNc- RoUTEv CA-=LL5 THAT r-AN RES15T A 100 M.P.14. L;IAD DESIGN WALL PRESSURE T = 22 P5F a 11 MAXIMUM 15 ALLOWABLE TENSION ON HOLLOW CORE M ITS 25 P-51 - A/-.1. 531 TABLE 10.1 cl SECTION PROPERTIES 5"PARTIALLY GROUTED WALL q5.43- OAA50MARY STRJZTL;Zr:S A4,J) M - . 1-1 /5,5 = W-LlLX1215XT - q5.43,1 - 10.4 FT lv- oi tnE a--o- Homz. spAr-1w, - q' 4- CEILIH6 MAX Ms = 13) USE 6'-O'HOPtZ. 5PACIN6 - 10'-0* TO IZ-b"GOLIM, MAX USE 6.-0. Z. SPACING - 12'-8'TO 15'CEILING 4 Ez RECE55 AT O.H. &AR. DR. ADD LINTEL PV (1) #5 CONT. 0 q,-4, H6T. Mom — amm FOUNDATION FLA L-.d UMJ % J F 01 OF 15 E#r DESIGNED TO MEET OR EXCEED 10 M.Pr COVN=IC ND LOAD REMIREMENT5 THE FL BUILDING EWILDIW5GORE 2001. GAT - PARTIAL FNr,>. PLAN V s n,:;l0" 1 6->06* COW-- EILK BASE V 12- XI2- COL. AUV CAPPED AND FILLED :SLID (TYrJ A - 7!z-4/ ---- Rb Lo c') j jw 0lilt 013let: e 0 Al Of. ANGHORAOE TAPGON: BLOCK TOE) FRAME. SHEAR STRENGTH GONNEGTION (TYP. SPACING) TAPGON: 3/16" ® 12" O. EXP. BOLT: I/2" ® ,48" o.G SHEAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT DIA- EMBEDMENT HOLLON BLOCK 3/16" 1-1/2" 846 LBS. 1/4" 10-15 LBS. J-BOLT: 1/2" a 46" O.G. TEST REPORT # 150-20068/ PROFE55IONAL 5ER\/IGE INDU5TRIE5,ING.5EE MFG. SPECS. FORBIT SIZES d TEGHNIGAL INFORMATION 1 I ' I I 1 I EXPANSION BOLTS: I I I RAWLS PRODUCT LOGATIOI, EMBED DIA. MIN- EDGE ALLOWABL LOWABL DEPTH 015TANGE PULLOUT SHEAR RAHL-BOLI GROUTED MASONRY 2 5" 1/2" I S" 161 LBS. 1165 LBS. RANL-BOL GONGRET 3" 1/2" 2.5" 1831 LBS. 2531 LBS- DETAIL DENOTES PIPE PASSING THROUGH STEM WALL DETAIL DENOTES PIPE SLEEVE SHALL BE. PASSING THROUGH FOOTING GROUTED SOLI 2 SIZES LARGER THAN AROUND PIPE PIPE PASSING THROUGH SLEEVE SHALL BE SLEEVE 2 SIZES LARGER THAN PIPE PASSINCs THROUGH Yi THICKENEDI .. 1 SLAB UNDER SEE FOUNDATION PLAN FOR REBAR QUANTITY 05 RE13AR WITHIN FOOTING; W CONCRETE FOOTER W/ 25" MIN. SPLICE: OVERLAP (SEE: FOUNDATION PLAN FOR' SIZE) TYPICAL FOOTING DETAIL 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 3 1/2" CONCRETE SLAB 24"X24"XI2" DEEP COLUMNFOOTERW/3 #5 5' EACH WAY BOTTOM OF FOOTER TO BE 12" MIN BELOW GRADE TYPICAL PORCH 5EGTION G" 4 "CO ELEVATION MF b% destnea by. N Gann w hnw 0esipn diaclmd Dy: eanv Aeb: 07-=-oi sheet R A1.1 1 Ru 25 5H Z4' 6' OVT 0,41' Fr. 022/ -24) 19'-0 W W a r+22/ EGRE 55 lo. o n 2,4 eo cLs II MASTER BDw. 9 1 RCS r icc J> Q 2».ea r-'3' A m 6 5'-q' Y-6' 3•-0' Noce jST o 0maHooErt it ranee ATTIC 10 3 s r LOH I .i: 1 rH Z• rtWe• C.AP D'O 1 b V2, 2._I. - T-21. ANrrr' N 1'-31, E_n• 3'-b' PutR alit r1A1.L RAC 4' TO TO e1-01 d DDF'I'1 04 W, a TRa vRAm eo- cLe ry i! ' VPLL 3 in IT-4. P ii a/2.4 rav T TB GAME ROOM TR e1-0' Cu, 'W11< S nl r; Y E (1) 2x4 POST DY TOP AVP 9 a0'-0' Qb G ' •TaB3A BRG I R.s 0 22._%V. r 13DRh1 •3 (+22 -24) e•O'us 3'-0• 3'-6' 2-255H Ana m (+21/ -25) w t4 e X2 wA 6A6' T-2 VI6" AIR ER TO HAVE A MIN. • 2Tf.4•o 4' EARAHCE ON ALL SIDES AND ENCLOSURE SPACE SHALL MIN, • unDER THAN APPLIANCE. LEGEND- 9 { LR6/ ® TR_' BE/J11 W-,' AFP. Q NOM,, EXTERIOR WALL5 PERE116VERIFIED5UFRGENTFOR n l _ SHEAR LOADS. 9 E I ALL 6TRUCTURAL It DOD HEADERS TO BE DOUBLE 2• X IO• UP V2• S FLITCH. UNLESe NOTED Ot4ERW6E BAt"I n e t+ 01-0' CI.6 2ND FLOOR PLAN ECRE-5 9' 25 5H W-0 In' 25 5H 22/ -29) V-4 3110 S'-0 m" 6'-3 3/4• 40' V Py 4 TOP PLATE 4- TL STUDS yam-- \ 1 -2 \ FIFTIM Aft IIIII jai AL TRACK A/C CL05ET DETAIL q CABINET SECTION tp' SCALE- 1's••1'-0' I vr. r-r FIR g _4. ANTEL ili:l4• TILE W1110 i oo ice— 0 r900 l EliIIII 4- CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE SMALL MIN. 12' UWER THAN APPLIANCE e I GARAGE ea us. i AREA CALC)LATION5 A$B 15T FLR LIVING: 1542 5F 2ND FLR LIVING: M13 5F TOTAL : 3515 5F GARAGE: 441 5F COVERED ENTRY: 12 5F TOTAL : 3g14 5F . I l2'-4 15T FLOOR PLAN 4 Nix It ell5TAIRINFORMATION EIGHT 9'-4' '-m. LEN . 131-6' in .. - T 15111, 04 i5• EA if NOTE: W )_IYIh1Cs ROOT 1 GII 5EE sTARi DETARS IN ALL FRAME O BE 3 1/2' r eo• cl.e 255H 25644 p STRIrII.RAL 5441 T FOP. AOITIOIW_ DUM..E55 O 15E NOTED. 1 cO1E1RU. TION RFO(di•.Tm - D I I < (+22/ -29) GUT Dom 2x12 TREN 3'- b• r hos IX& BACK 2x12 STRINGER A C GULATION5 C 4 D 5T FLR LIVING: 1542 5F 2ND FLR LIVING: Ig13 5F TOTAL : 3515 5F GARAGE: 447 5F COVERED ENTRY: 141 5F TOTAL = 4" 5F PARTIAL — vw Q ....... 1 1 deb DY N d— eY d,l.r design dow 01-22-01 sheet 2004 A2 Of OFF RIDGE VENTCTYPJ W-4 3/4' TO woo. Q FL - lot FLOOR TYP.— i TEXTURED FINISH O'-0" FFF_ _ RIGHT ELEVATION SCALE: 1/8' . 1'-0" O OFF RIDGE VENT 0 OIL RIDGE VENT - 3/4.70 SECOtjQ FL 8 -0• TIa188EWr.A El ® IT LEFT ELEVATION SCALE: VS' • 1'-0' m 0'- 0. r-p- H 41 illy.. C011BA Illlei® IlIAI®IIIAI II.. lennl® Ille!olrneno.. Ilnulienulrinm® mlun... nl!® lelel®mAlelllel®wll®Illel®,. 911111® IIlli®II I® I111i®IIIIi®I111;®1116±®11111®IINI®Illnlll... IN milli III le111®IIIA:®111® menmonuunul nnumemnlAlullmlAn.. 111! ilAlAl 16111i11111®IA9111i1t111®IIIAIiI1111B111e1lh... m 11 nu.®niel®illu®nni sullenulelun nuunui._,-- FEW 701 l e®„®®v IEEE MOM MMMMMIIJJ 0IMM FRONT ELEVATION V r- 0 I OFF RIDGE VENT I I I I I 8E R- V B- 0 TRUSS Bf s w \ bt FLOOR TYP. O TEXTWED FNISHFE11 ILIREAR ELEVATION SCALE: V4" . 1'-0' F— ISI5/RR/EAN GINEERING T- 4 3/4"TO BEo—v FL 8'- 0" TRUSS Blx- Y 7 .. W J W W X W 1 s gs } i 0 tfit OCEE ggggag GdF7S 2ND FLOOR MELECTRICAL PLAN V4'= I'-0' . a us eic a rKa.c 6f10UlO FNLT Y<»MLAit']f+ANlE0. FROOF ow TELEVe51 a t Ifl pecG T ID —FAN 4. sMTcll - o - polvz vu^ 4 4 MY SNTO4 fl m DIXJ2 0B1 4Fs SYUY'JtTGII Q K hHT L*w 6( OOOFBa1. C4RE5 Fmc-' mw IJGT( 5rtl1 LETELTOR LLb. H0.1tfK wf -oO ShgE G£1T m WLL'gMT' sfgTc* w QIII-ET p JAIGTION B x EYmw O n, O mnzf CELM FM MEME h - i RUtlI 9fB1T RxnR! V ROW udns Trutx-I.v,N11N5 1= ELWT FAIC.L NOD1G _ 9, I0 X 10 285 tox10y — --f'-1 CRI LJ10 X bD/ OUTLET FOR D15NWASHER bFl 4..' CEILING FAN ($TDB II 118" It KITCHEN 2 RANSE 9 i ATH CFM 16 x I0 DMINCs ROOM I 4BX4 9" I 6, ® 7— --010 x io j. y j/ I 6FI T ^-J, 1yJy/ V C171V I s x 10 FOYER GELRG FAN (sro!) / 1 If4 18 LIVI_ ROOt`t m LSF1'1 10 X 6 Z5 W 1 aFi S Mu 8' XYI"Pe ® II" UP - DRYER VENT COACHLIGHT THRU WALL mL rl ELECT AIR HANDLER TO HA., AA MIK IL r+ETEz 4' CLEARANCE ON ALL SIDES / N O LL 0 C . o n B I E x W. C ON WNNtea$ Q Co ii O aLL J 0.. J U W J W i - Sa U- Pit Wg] I J Ig d w 12y1 t! IS? Lc) S dL al l'/ i fill ao Ho Q AND ENCLOSURE SPACE SHALL MK 14" WIDER THAN APPLIANCE. Lu W x o NOTE: SEE ATTACHED HVAC FOR CORRECT PLAN: DO NOT USE b u VAC LAYOUT ON THIS SHEET. s s GARAGE G R OPENER e eZ 15T FLOOR ELECTRICAL PL 1 I f( LIVIN_1 ROOM L T PARTIAL 15T FLOOR' I ELECTRICAL PLAN 1/ 4*-VO' sheet- A4 Of.. 2 / 0 SER CABLE 0 RANGE 8/3 WOB 200 A O PRYER 10/3 U13 PANEL SMALL APP. 12/2 UJB44snFE CO. OG"TMG CIR R/24 U19 TO PPL TRANS a, GROUIJD ROD R15ER DIAGRAM / 200 A 4 WIRE 5ERIGE ul 12 p ` 0 p O C REFRI6.: BARTOP u 0. d LL SPADE YSU36 B21 542 B 5 5B36 V KITCHEN Pv A"TIa Z, QQKITCHEN O_0 F- Q LI6HT - A W iv II WW_J m ( 619 Bit BL536 VAD45 F 4? KITCHEN 4 BATH ELFes- wZJ W GHT LIGHT 3514 ELECTRICAL RSER DIAGRAM 0 .. ivaam . W ,2Jill VAD3o YAD4a (7 C> BATH #2_ O BATH #4 till I Vl' Y.TR v B LAY i yr LAY 1 1/2, - L16W 2' Y.TR 1 V!' We ;• . T• St wwraz tnv LAY ------- OPf.V p 3' 3.. I V!' YSR 2' f 3' ------ LO J its 0a El oa000a o 000 k i8090000080000 C10000 0000000 0k1000000009%90c ION* r k oo o 000000 13 Bt00000l o®o®!© r oo®roo vo off®e11®a k 0 0t.060r0 E 0 C 0 C E0 0 000000E G00' O GOC 0E 00CC0 0.G 0 CG0 i 0 0 C00 00CG'ED . Bt00000l o®o®!© r oo®roo vo off®e11®a k 0 0t.060r0 E 0 C 0 C E0 0 000000E G00' O GOC 0E 00CC0 0.G 0 CG0 i 0 0 C00 00CG'ED . k f 0C600000000000C E C 0000C0E 0C 0000AC000000 k f 0000000C0 000 0000C0000 060 000uG 00CC00C k k u0`0 00000 000 000 000 0 00 C0C0 C0000CC00 k k 0 0 G'0Cr0 0000C00G000000GA0 06G CCG00CC0E k 00000E00000a0 0 0v E0 0C9L000G0C000EGCA0 00 0 000G0e00000 OJG6G 0 OG EE0C0G0G00'00 O E E00C 0 0000 00A00000000 00000a i0000G000G00G; V w J , m a 0 y0 Qo O a J La g Ld as LL. a= a t r00 0000990000 HOMED k t 000B 0000800001 k 00E00000008e000. kik 0000'00000 000 k ac000 0000 o 00000000 6w *MW3514 LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L 1 11'-4' 8F12-IB/IT ALLIED LINTEL: A-13 L 2 l'-6' 8FI6-IB IT ALLIED LINTEL: A-5 L 2.1 4'-6" 8FI6-IBAT ALLIED LINTEL: A-3 (ELEV. 1-) L 2.2 4'-6' 8FI6-IBAT ALLIED LINTEL: A-3 (ELEV. E) L 3 l'-6' 8FI6-IEVIT ALLIED LINTEL: A-5 8FI6-IBAT ALLIED LINTEL: A-5 L 5 4'-B" . 8FI6-0BAT ALLIED LINTEL,.A-3 LB 4-E) 8FI6-OBAT ALLIED LINTEL: A-3 L l 4-6" . 8FI6-0B/IT ALLIED LINTEL: A-3 L 8 4-6" 8FI6-OBAT ALLIED LINTEL: A-3 L 9 4'-6" 8FI6-05AT ALLIED LINTEL: A-9 L 10 4'-6" 8RF14-B/IT ALLIED LINTEL: A-3 L 11 5'-10" 8F841EIAT ALLIED LINTEL: A-4 (ELEV.0 L 12 l'-6' 8F8-OB/IT ALLIED LINTEL: A-5 (ELEV. U L 13 l'-6' 8F8-0EIAT ALLIED LINTEL: A-5 (ELEV. U L" 14 7-6' 8F8-OBAT I ALLIED LINTEL: A-5 (ELEV. U 8FI2-IB/IT 8RF14-0B/IT 8FI6-IB/IT 8FI6-OB/IT LINTEL SECTIONS 00 tSS alh rTi illviJ oiv'abmY iaami PAY i Prvmeinrco -rr in 'I<.Cg o _rvma in, J : QQ QQQQ QQQQ' QQQQ-Q Q . gg o W li 2 LL a1 d rrd r - 3 V12BJ 5V53RIVh Lo JOIN 5 RE8sV2 AT TOP HPt O) REQD - V)• CLEAR L 7 R19BAR AT BOTTOM CF LMTEL-CAVITY . BdTTOMREPFORCING 5/8• PROVIDED' ;i LINTEL ( VARIES) 8• NOMINAL WDTiI . FF FILLED GROUT / U • UI•FILLED CbIANTITY OF 5 REBAR AT rBOTTOM OF LPITEL GAVfr-T L H 18FIE,— IB/IT NOM NM i J- - Lam, A O - TYPE DESSNATIDN WIC 3e qq 1 g ry P 3i0 0 x 000m e 000 - 1, o flm 000rv mv_o 0 o5ifn TJ I Nlri iJ niJn n nm a Inc c 0 =Nm <7:C v_ ry 0 - ry m c u IL ry m`ulm r-mo- J Q Q QQQQ QQQQ QQQQ Q Q L1 3514-' $ L3 IAG. L14 L 11 L 12 L 13 L1 PARTIAL 3514- 1 ®' LIiVTEL DIAL SCALE: N. T.S. Sheet 4 A6 of gg o W li 2 LL a1 d rrd r - 3 V12BJ 5V53RIVh Lo JOIN 5 RE8sV2 AT TOP HPt O) REQD - V)• CLEAR L 7 R19BAR AT BOTTOM CF LMTEL- CAVITY . BdTTOMREPFORCING 5/ 8• PROVIDED' ;i LINTEL (VARIES) 8• NOMINAL WDTiI . FF FILLED GROUT / U • UI•FILLED CbIANTITY OF 5 REBAR AT rBOTTOM OF LPITEL GAVfr-T L H 18FIE,—IB/IT NOM NM i J- - Lam, A O - TYPE DESSNATIDN WIC 3e qq 1 g ry P 3i0 0 x 000 m e000 -1, o flm 000rv m v_o 0 o5ifn TJ I Nlri iJ niJn n nm a Inc c 0 =Nm <7:C v_ ry 0 - ry m c u IL ry m`ulm r-mo- J Q Q QQQQ QQQQ QQQQ Q Q L1 3514-' $ L3 IAG. L14 L 11 L 12 L 13 L1 PARTIAL 3514-1 ®' LIiVTEL DIAL SCALE: N. T.S. Sheet 4 A6 of 3e qq 1 g ry P 3i0 0 x 000 m e000 -1, o flm 000rv m v_o 0 o5ifn TJ I Nlri iJ niJn n nm a Inc c 0 =Nm <7:C v_ ry 0 - ry m c u IL ry m`ulm r-mo- J Q Q QQQQ QQQQ QQQQ Q Q L1 3514-' $ L3 IAG. L14 L 11 L 12 L 13 L1 PARTIAL 3514-1 ®' LIiVTEL DIAL SCALE: N. T.S. Sheet 4 A6 of L1 3514-' $ L3 IAG. L14 L 11 L 12 L 13 L1 PARTIAL 3514-1 ®' LIiVTEL DIAL SCALE: N. T.S. Sheet 4 A6 of UPLIFT LATERAL TYPEasi..v LENGTH BRF158FM 5271 F PST 248 4112- 4%1 SB25 932 ISM 2339 4mBU-.--, 5'4') PRECASTISM 231 3931 11 f53F9241455 ZMC53PREC7.2 ST rM5 31Ea5Dt sot ram n4l 29153a.::( 10•) F'RB AST iaB n42 2'Ma6'A y469 8% 1099 mm 2891:'( BO')F92 A5T TB.8B2 1513- 2513-, Iflo TO 956. 1468 Mal 25a9-5fi3- 90') PRECAST 688. Efn S IBm 2Z® 221 1f0 941 688. 849 BO2 r62 2225 O E,') PRECAST 5 eM 1123 14M I'nW: R95 516 6.4 533 521' O09 669, raB 2088 2450 CAST PRESTRESSED U-LINTELS 8" PRECAST PRESTRESSED U-LINTELS- NOTES• CAST-CRETE SAFE LOAD -TABLES 8 PRE & MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS I. ft ptaast Irdels . 3500p 1 ft 11r1teIs - EOM psi. - 2 prestressed B. ft g-oDt = 3 C) psr w/ nOxinuil 3/8 4O W 8 PRECAST WZ 2 RECESS DOOR U-LINTELS. 4. wry hats (CW t ASTM m net 17"ea crnprest esuer>gth = 1900 psi. S. P Precw Per a GRAVITY E,%CI. Field rebm pa ASTM A LENGTH TYPE ams 6. Ffiestn mV1pq strond per ASTM A415 grade Zlb tor+ B91 - 90!0 '29a2 3954. 4929 7O4 68M re%D¢it117n. 1, 1%32 Hire per ASTM ASIb. - 4'-4• (52•) PRECAST t499 1821 3412 - 4982 64M 1941 941E. tM- B B. Mortcrtype perASTMC2lbM on S. 4'-6(5 ' 4') PRECAST t351 1444 roz: 214 2182 .: 3R 4-a9az 64-12' 4481 5319 6264 nil 446- I0B1B GENERAL MITES mz 16D2 ® 205B12- NaBOYS ams 1. R'wde FUR. rod" tm h13ad and t ed fonts. 5'-8' i68') PRECAST 1e5 1153 262 4a14 I5412:saw 6839 2 Shore filled lintels ms required. 3 ' Ins tao[Aldh of Intel must. comply with the. cicMtectural 5'-10'fI0') PRECAST 135 tmo II®:. nza: 2a s. 2t] SI :. San 64R:.and/ orstlimbral 3352 dn7W ,...: :' - ntorilfr tt wtth 512.:IO 1g rotdies pt-the end 4.to 6'- 8' f80) PRECAST -.822 gall: IST1 :2993 25$'3B'II LntelsTfL' 9u1'"i 45Z2 al' PrrrllrrtriZICAR Vertical cim r'enfQCngcond grvutnq All Intels' meet.ar eic_eed Ll--W v1"trml defre -- e¢ePt intels 4C') PRSAST: 665 1d': ys6m... E3T1- : 2252 R56''2944.. 3434 23z9 36ffi66z4 . sFsIT-4' acidrathonomnolheof8• meet of e>ceed LA8b. 9-8' (II6) F'^5T all$]ttO111 421 834 ..;. ' M- 44 WM field added IP LY to t]e located at ttie tnttan 5 9m1491 2rass eels Intel OF thcavity.- vizdi- ter wire stirrups are Welded to the battom steel for matrnlcal anchorage 11 8 PRECAST W/ 2 RECESS DOOR U-LINTELS 8. Cost-"kxe concrete nay be provided In composite Intel in lieu of ccmr'ete rnastx". ( flits. 9. 318 cId ACl Safe Ilxd ratans5txiseEl on ratlalol design 1alalysrs per ACI SAFE LOALI. TABLE NOTES 1. Allvaluest> d on. mnindn 4' tils<armg. ExcRptM Safe dcds far unfilled In els nnet to reduced tri 2096 if GearEg (myth is less thou 6-1/2". Safe loaads for all recessed hotels hosed an 8 1`10MMI grog. 2. NR. = Not Rated 3. Safe Maids Care tbtol stntposed allowable load. an: the sectron specified, 4. Safe loads hr3l on.grnde 40 or uncle 60 field, Eta. . S. Addltm3ml loteral Iuad rufxcuty cuss to abtaned by the desitg er- try provudng oddu3 I renfamed mm rry above the precast Intel. 6. One 41 riebm may be substituted for two 15 rebcm in 8' lintels or11y. 1. The de5ugher tncrl evaluate concentrated lauxls from the safe laud tables t1y calculating the maicm" resisting. monent cnd Shear at d-owoy from the I'me of. support. I he t stow f load from next lower he UPLIFTTYPE LATERPI I.EfC2TN 7-ID"( 347BAST 21Z7 261a 401 649 61 9a56I 2'M 2184 39BI. 401 MM SOM 3'' (42') PRECAST 255 22'9i 32i1 5219 6204 lIR iSl1251 2155 226 BEG M91 6O61 M% 4'-0' (48') PRECAST iglg 0- 15 IWI 1925 2EB2 2 T;244. 1MI0 4532 4422 S381 6245611D93B 938 4'- 6' (5q•) PRECAST IGEiO 1- 62. 25M 40a 4T 1 55;5 l21 12l 1660 n05 24M39M4659 S406 5'- 4' (647 PRECAST Fi13' 1484 20 3315 401a 4648 505 505 1393 I437 2O 3Z93 392D 4549 5'-a7'(10") PRECAST 1212' r6l FM 3764 3E6 4241 418 418 1212 - FR5 1815 SSW 4I51aa•12m n33PRt3 ST 1141 1182 1684881959•912 1111i9D') PREC ST WISzm324al'- 6' 591 651990 IAA M166.'.a0P. 2-pn e¢- Al2) PRECAST 8C7114 6Q 990 " lam:- 9'-4' 1454 630 In2 ! 498 IV-15"AM') PRECASTM3.. 1496 121 396 493 ll6 EdI 10M 8194 run 2034II'-4' 03EO PRECAST 666• 439 696 049 `. IO4 EX L5:5- 363 556 6F8 535 905 12% LM 0% 2M 12'-DV44') PRECAST 5Q1• 4m Ea BI6 ImI HIM Ei12 340 494 631 486 BIB 1209 194 r199 2086 13'-4'(160') PRECAST sm. 940 532 686 841 99l IL93 302 398 513 409 Gat 1004 aa1 MM On 14'-0-AW) PRECAST 45B• 36 493 635 TO 922 nabs 286 360. 548 ErM 629 922 1254 I551 IB16 243 R5 459 591 124 SM 99a W-8"D16') PREP 243 352 SB2 eM 11% I41 1142. N.R. 951. 22B 2l8 43a 563 6Ti am 925. IS'-4•(IB49P 225 321 542 M KM EIN ISM NR 321 I80' 236' 3SI 464 1 6' 10 T14 n'-4' (d7 X3W 1B8 216 441 649 el4 Ito EM NR 255 19'-4•(232')PRE S I65 239 389. 550 M 940 11EA3 N.R. 204 145 1&6 2lB 356 433 SQ 21'-4' (2W) FW.M 142 212 33' wn em, aal 993 N.R. 112 22,-OVEW)FRES Ho wo 268 343 40 493 a NR 151 En 215 322 451 Eau T1I '- 941 24'-0t288")PRE51R I21 R4 155 IB6 244- 290 3Q 4oB 380 538 441 Eau 5A5 833 N. R I$ Lo tb m B 0 W U J I- 8. For conyalslte 1- IVqh1t- s no n, use sae 13ht. "REDUCE VAWE BY 2596 FOR GRADE 4 FIELD REBAR q. All .safe lood5 n units of PO ds per lulerr- fact. "REDUCE VALUE 13Y 1596 FOR GRADE 40 FIEF. REEAR - z J NOTES: ALLIED LINTEL TABLES MATERIALS It INSTALLATION 1. t-etun. r. st Intel GR60 per ASTM A61S 2. tabor in poured tleotn E R40- per' ASTM A615 3. ft fur;p'ecast•Intek =400 1 4 ft for iel: Id concrete-3000ps1 5 r y.-mtEmoronMrsper ASTM C-90 tlar'trr per ASTM C210 tpe M on S 6. cakillafeas bl' F?lchard 0.. r rarcut. P.E, Ridde-Newman Eryneerng Inc. 1. shore all" conposlte Intels 4' Or-. - 8. all crnpo"1te.bm2Ts calculated with 1a5 9. Ue oF3g based on nrnnnal 8' beclrng 4'. mnnaaR). 11.1311 mds shown in pearls per Inecr fmt I. for "the5 not listed use next rua3er length For safe load - FIELD REESAR b5 GR 40 w t ••.. CONCRETE FILL GRAVITY tEN61N " e eFa- m aFQ-® 9E6- z- 10'(34•) PI AST Zit . BIM 44"B FEH9 EM 9004 KWU WE S 3Ff 44E' 6031 MM 9004 XWI2 IFB64Z9PRECASTHm33n4ba9MM135 BFr3o 9941 4a13 6+ TM 9004 o w 4'- 0' (48 pREi-AST 24% 346- 1 44M 54O 63354 2G46 44-8 6EM9 ISM 9m4 M412 4'-6' (54') pRgA5T 1651 rill AO 2r31 34M 4Wi 48% 2aa 4D21 6039- 1526 9m4 0412 PM164') PREC..AST 128 M1 ma9 - Z3n282633365'-4' ILM 565 28M Sn51 Ea96. 54M5424'Imp 51-10'(1o') PRECAST 912 O4i : 1414 IBB9'...2374' 21a µn 2464 4144- 5455 4431- a SLU PRECAST 931 1255 2" 3253 2n46 33 8 Bill 45M 1255 21UI , 33`Ea' SMQ- 1F34 E$ O:. 1' 6' (tiD7 Fi AST E-1 bz9 . 16s 23as t994 2A34 2aB6 3333 029 8-6 23BS 3839. 5596 65i3: 5041 9'-4• (112') PRECAST 5}3 2 O4i rzO . 1482 r64s.:2a21 68 QQ iM&_ 2544 3tF>•i" 3121 l0'-0YIZ6y BAST 456 BO2 1125 " iQZ' M_ 65B Ia2S 15141: : 20BI . 2T14 33a. 2404 11'-4*AM")PRECAST 445 Fib M t35 1954 2355 rMI.3 20'6. 935 E35 1854' 2" 355 4044' 12'- 0'044') -PRECAST 414 5a5 B64 1254 E93 2011 5lD IM 221 21}3272 s 3FO 13'- 4'(1607 PRECAST 6 ro28K Iris Ez24 Isis 8 IQn6 t438IB55 2343 2920 14'- O"(168•) PR73_AST 3 8 r8 9n II90 1462 OBI t2FO F 0 - om eas n14 2I a 2666 IN-W oTa') ICES NRt tat lit Nt Iat Nt a56ii 1420695 2a45 26O 395 BEGts'-4' 1847. NR 5 125a t058 T23'10 0 28F10 3410n'-4' 2E78')PRES NR titNR n950Km1800. 2200. 2600n'-4• rz3z')FRE NRtNR NR rat taxMml50OM14MI7202m021'- 4' C2561 PIES NSL Nt - at tR tit tat 183 337 GIO 94a j40 n8D 210 2Y-0'(2647PRE5 N.R. raz Nz rRrax NR NR tat 160 ma 51 910 IZ50 1660 19' O 24'-0'(Z88')PRE NR N2 tit NR. NR' NR 1R tat r3a 246 410 l2]- IQ3a am 1610 m M fill its FIELD REBAR ul a9 r Q 40 ALLIED GRAVITYSAFELOADTABLEFOR8" CONCRETE "U" LINTELS LINTEL NO. CEN 8'x8!1 UNFILLED 8•x8' FILLED 8"xl2" FILLED8'xta" FILLED8•x2D". flLLED-. s'x24'. FILLEDa"xza' FILLEDs'xaY FILLEDA-1 2' 10• 6549 525110125 12o00 121300 12000 12L700 12000 A-2 3'6' 383E BB58 5231 AS 52 11440 12000 12000 12000 A-34.6' 2081 1914 3361 4615 6186 12EA 86ot 9924 A-4 5110' 1128 1080 1810 2483 3336 3913 463E 93M A-5 lb• 902 1055 1844 2542 3294 4029 4190 5522 A-6 9'4• 656 636 - 1112 1534 1994 24M 2902 3346 A-1 LOW 489 483 84-1 11-0 1522 1851 221-1 2556 A-8 11'4" 502 612 1125 1530 2002 2455 2931 3389 A-9 1218, 421 48B 900 1224 1504 1958 29M 2121 A-111 13'4' 393 449 114 1053 13M 1692 2024 Z341 A-11 14U' 942 3E. 69b 938 12E3 1510 1808 2091 A-12 14'8• 308 334 US 842 1108 1352 R524 1819 A-13 n- 21Z 285 _ 435 611 808 988 1188 138[7 A-14 194• ZSO 395 496 850 IL38 1408 1698 1980 A_15 20'0• 1 225 1 365 413 184 1052 130b IS1O 183E - ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" UNTELS LINTEL NO LE G H 8"XB' UNFILLED.. 8'xe" FILLED 8"xl2";FtLLEDFILLED 8"x20• FILLED B'x24' FILLEDB'x28' FILLED8"x32' FILLEDLATERAL LOAD 8x8FILLED A -I. 290' 3096, 3150, 9194 100 10000 10000 10OM 4408 A-2 `- 3%' 1835: 1916 5445 100M taboo IElObO 1[]0C]t7 21f2 A- 4'6' ib18 1051 4224 8203 944bA-4 5'10" 5-5 BEEL Z3804300530361848A-5 16" 345 310 1421 2552 351436614EM661A-6 9'4" 228 252 934 1296 I665 2059 2542 2941 423 A-1 l0'6' t 209 l56 1049 041 1662 2o25 2341 a29 A-8 A-q 11'4' 12tB' 303 241 333 28Z 652 E. I. 9 9n IIlO 991 1452 1232 1-02028 14Es4 0- 6 4 3S1 A-10 13'4• 253 253 510 M 892 R09 1303. L909 A -II 14U' 225 324 413 652 824 1028 1196 1 A_12 14W l91 218 442 E09 169 ffi IIO6 128E# A-13 rl'4• 145 253 351 483 605 155 842 914 A-14 19'4• l34 214 308 420 525 Em 115 I 826 AEf A -IS 2013 t14 203 2% 405 504 630 E80 186 21Ar 1 reamuls de.t-E br. N " dtarm'. by. jl1 d1sOn - liw. by. atrw Aei1i: .Oi,Z2-01 stunt: A6.1 C& ROOF 6HEATHM OVER wE NAILING TONES) DAGIQNAL W1(2) I6d BAY-2 WOOD TRUNES I TA6'.OSB 1' BRACE TO EXTEDD AT LEAST W% OF WEB LENGTH (SEE TABLE) 2.4 D1ACs BRACE • 48. OC. W/ (4) IDd NAILS, • EA- END FIRST TWO BAYS GABLE TRUSS . .. . E—STRAP TYPE 'D• - 4S• OL) 107d NAILS- 4. OG Wd NAILS• 4. Or- 2.4 PANEL BLOCKNG 48. O.C. FOR THE (2) ROWS OF TRUSSES OVERLAP 6HEATHWG WV FROM EA END TYPICAL Q• MR SPLICE ATTACHED UV (2) I6d TOENAILS GYPSIM WALL BO SMP5ON 'A95' AT 3'-0' Or 7 2x4 DRYWALL NAILER _ [ SECTION DOUBLE 2. SX c 2X4 LC16'C 2X4 6O 3/4' P 2X4 B, 24 i TRUSSPERTI U BLO 1 • 5 B STRAP TIE EVERY. 3rd STUD CONNECTING FLOOR TFd1S5 TO 2nd FLOOR STUD BLOCK TO 2ND. STORY ST.RA' NOTE: SEE TRUSS MFG.'S .ENGINEERING AND LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS RAT 55 ANGHOE: O V USE (V TYPE 'C' (OR INTERCHAW- ABLE TIE) FOR TRUSS TO FRAME WtALL OR REAM-CCTI'EGTION UAE88 NOTED OTHERII6E (UNAJ 2) USE !V TYPE 'A' (OR MERIANYABLE TIE) FOR TRUSS TO BLOCK. WALL GON!lEOTIAN (UNOJ 3) USE EH 13T{2g6-gN IOR INTEgw-ZANY EA LE,4 EA F iEFOR ALL JOIST H.dNYaER 4) USE. (9) 16d OR( . Jii x 3 V4' PASELODE MIN NAIL TO FASTEN JACK TO HIP GIRDER (RIB) - 8) GABLE WaMeEb REQUIRE (V TYPE 'A' OR (1) TYPE 'C• STRAP AT 48" O/G FROM CENTER OF TRUSS.- 6) ALL STUDS BELOW GIRDER T RIMES BH ALL BE EITHER COMECTED w SIMPSON SP4 STRAPS TOP AND BOTTOM- IN ADDITION TO OTHER STRAPPM ON. PLANS. SIMILARLY, 4X4 POSTS REQUIRE-(2)-SP4's ON EACH END- 4X6 POSTS REQUIRE. (3)-SP4's ON EACH.END. 1) ao" HALF OP MTSI6 TFUSS.STRA7?S SHALL BE EITHER NEATLYILRAPPMtImERDOUBLETOPPLATEORFEATLYPAST1NWTO VERTICAL STUD. OR POST DEPENDING ON AL$C*41E?NT OF GIRDER AN STUDS OR FOOT emom - - SEE-Fb5T STRAPPING ON bt AND 7rd:FLR FLANN F'NEUMtIG EQUIVALENT MAY BE 5U55TITUTED FOR NAND NAIL:DESIC3NATIONS' - . NAILyA LE& - BABED.ON %4TIONAL DESIGN SPECIFICATIONS FOR Wool) CONSTRUCTION FROM TABLE DO--- 'NAILS AND 5P1m8 - LATERAL LOAD DESIGN VALUES' NAIL SHEAR VALUE (I-J Sd 103• IDd 12Y t6d 14S- _ sn GABLE T@!x 1• BRACE W/ I- AT 4- QC - SEE E FOR.St2E AND LOCATION) L— CONTINUOUS BEARIIY QABLE END MACM DETAIL WIND SPEED HraO M t MEAN WALL HEIGHT UP TO 3&-C" en n n U BMCM FK-Qlff139BdM Snap - NOBRACE N 2.4 ti BRACE W 2x4 1' BRACE. CO 2x6 1' BRACE 16' 0-0' - 4'-5' 4' V' - S'-0- I S'-0- - W-X - Ir-0- - B-b• 24' O'-O" -'4'-0' 4'-O' - 6-W I 6'-IO" - B-KY V-W - tr-b' QK)RD 61.OPE OF 6G860R TR186 ATTAcw To WEBS ON 6 2.4 BLOCKING• fAOF (21 wd NAILS I; NAILS TYPICAL41 g$g MOM 1' BRACE MUST EXTEND AT LEAST HOWX OF WED LEW.WT m U! BlAal'F TTE188 WEB GABLE TTZU59 SECTIONBSFIPSONA35 • 9'-0' OC. OR pgIBLE 1• BRACE DETAIL 2x4' SPR)CE OR BETTER - LATERAL BRACES 4'-0' STRAP TIPS •D• xOL. ATTACN.(2)16d TOENAILS (4S' OCJ 10,d NALL6 ' 2x4 LEDGER TO MATCH BOTTOM4' O.G 2x4 BLOCKNG A 48' OL. CHIORD SLOPE OF 9GSSOR ORBS, 10d CLUSTERSNAILS • 4' OC. ATTACH TO WEBS WITH 1'BRACE OF (2) Iod NAILS ATTACHED WV 10d NAILS2x4.DRTWAI..LE l 4' O.G. TYPICAL O N TOP PLATE.. ro v'.... . TYPICAL CsAB E ATT NT . GABLE tRr,s uEB TO UIOOD Fp,411Wz END WALL. SECTION u 'O ao b Lac THIS INSTALLATION S IN ADDITION To C BRACING REG10M EMENTS OF TRUSS MANUFACTURER SWSLE 1' BRACE DETAIL POST 4 POST I WA 40-" na 3-1-0 w-18 O w0 J O 05 LL N F ju—jai Yg w W Q 0 31 cir) Lu 50 aVisionc mac-.- ms•n he .. I Essi xd by. d L d by. cl w alesfOP dladied by. arm daW. 67-22-01 heel: i F ST AFF I I 6 5CH l:;)UL 5 I t=50 N GYM PRODUCT CODE DESCRIPTION COMPLIANCE LISTING FASTENERS DE516N LOAD5 (LB5) UPLIFT MAX. DFL/5YP SPF A META18 GONGRETE STRAP SBGCI g603. 0121y 14-10ciA.5" 2)l2ly 10-16d 1500 14g5 13 H5 HURRICANE CLIP NER 3g3,422,432 4-8d, 4-8d 1485 455 265 G MT516 TH15T TIE NER 413 14-lOd 3116 1000 860 D L5TA30 5TRAP TIE NER 413 445 22-I0d 1670 16-10 E HU526 51146LE FACE MOUNT HAN6ER.NEP, 3g3 14-16d 1 6- 16d 10000 1550 1110 F HU526-2 DOUBLE FACE MOUNT HAN6E ER 3g3 4-16d S 4-16d 8033 1080 775 ML MBHA3.56/7.25 MA50NRU HANGER 8" . 5BGG1 g603 18-I0d (2) ATR 3/43/8 x 8" 5g55 1555 1555 MH MBHA3.56/q.25 MASONRY HAN6ER q.25 5BGG1 g603 14-I0d, (2) ATR 34"3/e x W 6050 5145 2260 M6 MBHA3.56/11.25 MASONRY HANGER 12" 513CC1 g6O3 14-10, (2) ATR 3/4"3/8 x 8" 6050 5145 2260 O HDBA HOLDOHN TO 3" WOOD NER 3q3 46g 3) 7/8"3ie A.B. 28667 6465 4650 Q 5P4 TOP PLAT ANGHOR5 4X NER 432,443,4gq 6-I0d x 1.5" 2g17 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432443,4gq 6-I0d x 1.5" 261I-1 . 735 530 X H6T-2 HEAVY 61RDER TIE: DOWN NER .432 8-I0d d 3/4"34b or LBP 5/8"3/g 28333 8665 6485 AA BG4 POST ANCHOR $ GAP 4x4 NER 421 3-16d $ 3-16d 3100 q80 700 BB BG6 POST ANCHOR $ GAP 6x6 NER 421 6-16d d 6-16d 4700 1050 I50 GG BG46 P05T ANGHOR ff GAP 4x6 NER 421 6-16d 4 3-16d 5100 q80 100 66 HT520 HEAVY TWIST TIE NER 413 24-I0d x 1.5" 4430 1450 1245 11 H02A HOLDOWN TO 3" HOOD NER 3g3,46q 2) 5/8"3/8 12150 2775 2000 MM HETA20 HEAVY CONGRETE STRAP NER 3g346q I) I 14-10dx1.5" (2) ly 14-I0d 1735 14g5 LL HHETA20 GONGRETE STRAP NER 3g346q I) I 17-lOdxl.5" (2)12ly 15-16d 12130 1 1860 00 MTT2813 IHOLDOOHN NER 3q3 432 24-16d AND 5/8" OR 3/4" DIA 14455 14455 r Rr,9rr ENGINEERING 40* 771-9003 MX (40n n. Un m am 141613 MXAMOMM 94MM rl 32714 mm c L MOVOW rej Qnt MAR 2 N 0" Wl 10-1Od NAILS - NOTE, F A BLOCKED DIAPHRAGM ZONE 15 CALLEDED FOR ON ROOF WALL br=6 t HEADER ROOF FRAMINIS MEMBER PLAN PROVIDE 2x4"BLOCKI G • ALL PLYWOOD PANEL EDGES t I I I II,I I II r SEE CONNECTOR CHARTS N.4LL.$ • 4. OG. FOR ]BLOCKED DIAPNRC4A1 ZONEEECt# FOR TRUSS STRAPS) 8d NAILS AT-6' OL. OR ad NAILS AT 4' OL, OR EGLALIVALENT DOUBLE TOP PLATE EQUALNALENT PN UEMATIC FTLEMATIG NAIL AT NAIL AT SUPPORTED EDGES g SUPPORTED EDGES AND 1/*, OSR COXBO INGANDBLOCKAND 12' O.C. 12O.G. FIELD FOR OTHER EXTERIOR SHEATHING FIELD FOR SHAVED AREAS AREAS OF ROOF NAILED LLv IOd GALV. OF ROOF 4. OC. EDGES AND Q' Or- FIELD 2x4 P. T. WALL. STUD LLV 3) In' DIAL .ANCHOR BOLTS TO BLOCK yv U _ m In' DIA. x8' ANCHOR BOLTS EMBED 6' MIN. INTO FOUNDATION Wl 2W-xV8' WASHERB, LOCATED WITHIN 6. OF EACH END AND 32' O.G. MAX. ELSEWHERE OF WALL t HEADER STUD 2.4 P.T. BOTTOM PLATE U' STRAP EVERY OTHER STUD - - TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS 2X - . TOP PLATE BLOCKING REQUIRED: PROVIDE 2X4 5LOGKING IN T14E FIRST THREE FRAMING c 2X B OCKNG, SPACES AT 48" O.G. REMAINDER TO BE M a BLOGKED AT 136" O.0 OR RAT RUN. IS INET CAB FASTENING: FASTEN FLOOR SHEATHING S L METAL TO FRAMING w/ 8d COMMONS OR Sd m O FRAME WALL NOT DIPPED GALVANIZED NAILS ATTHE FOLLOWING SPACING: BE I BETWEEN STUDS 1) 6" ON CENTER.AT ALL PANEL U DETAIL.: TYP. BAR TOP EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING WOOD TRUSS STRAPPED AS SHOWN ON TRUSS LAYOUT FLOOR FRAMING 2) 2X- TOP PLATE SHOWN o 24" O/C) DBL. 2X0 HEADER FOR 4'- 6' MAX OPENING, DBL 2XI0 HEADER FOR 5'-9' MAX OPENING, u- y IX- BLOCKING AT MID - SPAN 16. OL, STUD SPACING, FOR W. BRCi FRAME WALL Q PLATE ANCHOR EVERY zW-TEVERYOTHERSTUD. (TYP-) BLOCiGING ® 48" O/C MAX. IN FIRST THREE EXPANSION BOLT FRAMING SPACES 4 W O.C. THEREFORE ANCHORAGE 24. Or. - FLOOR BRACING AT ENDWALLS ,,' D RAM NG & STRAPPING INTERIOR BEARING WALL DOOR 1/ 16' C05 SHEATHING ' s" OR 1/ 2" COX TYP. - . 4'-0' 1 RSN ROOF SHEATHING NAILING INTERN DETAIL CMU TO EXTERIOR EFC FRAME CONNE T10N WOOD TRUS5 AS SHOWNTRAFIIDON - TRUSSLAYOUTP ATE I T. OLMU 2.4 STI1DS IS' OG@PATE ANCHOR EVERY OTHER STIR (TYP. STUD t BOTTOM)- L/1' X 8' CMU T- A8 SHOWN ON TRUSS LAYOUT 2X- BLOCKING,. AT MIDSPAN I6' O. C. STUD SPACING FOR INT. T. BRIG. FRAME WALL PLATE ANOW SEVERY TUD OTHERYP. TOPtBOTTOM)- 1/2' X8' EXP. BOLTS" • 32. OL- FRAMING & STRAPPING KW KNEEWALLOVER CMU 4'-0' ws EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL P.T. 2X6 W/ V2' DIAML'J' CI'UL ( TYP.) BOLTS • 48- MAX. III/ M EMBED. ( TYPJ B7 HARING - b• o L- PT. 2X4 FILLER CUTNAILED W/ 8-10d NAILS P.T. 2X6 W/ In- T DARt ' J' BOLTS 48'MAX. W/6'- MIN. EMBED. ( TYP-) D DETAIL: TYPICAL JAMB FASTENING 9 OVERHEAD GARAGE DOOR SCALE: N. T.5. OOT HESE REQUIREMENTS APPLY HEN WINDOW/ DOOR - IAMFAOTURER'S FASTENING, ETWOO IS NOT SPECIFIED. PT IX BW-x9 FOR WINDOWS AND DOORS U SEE i'IAILFACTURERS INSTALLATICN INSTRICTIONS. 2J ALL WINDOW SHIMS MST BE RILL WIDTH OF SASH. T 2X BUCKS FOR WINDOWS AND DOORS U INSTALL 3/16' DIAMETER SELF TAPPING CONC. ANCHORS. EIGHT. (8) INCHES MAX FROM ENDS AND 24' ON CENTER MAX W/ 1 1/4' MR EMBED.-NTO BLOCK FASTEN WINDOW/ DOOR TO PT BUCKS PER MANUFACTURERS INSTALLAnON INSTRUCTIONS. Q ALL WINDOW SHIMS MUST BE FULL WIDTH OF SASH. . TYPICAL BLOCK OPENING DETAIL FOR PT BUCCK FASTENING AND 35 PSF RATMG) (11/10/03) I NAIL INTO 2 NAILS INTO TOPPL.ATIR rTOPPLATE PRE ENGINEERED - ) WOOD,'OORNEETRUSS -_ _` 24. OL. T'r.: DOUBLE TOP PLATE IB FRAMING & STRAPPING INTERIOR BEARING. WALL 2X- BLOCKW. AT MIDSPAN - w- OL STUD SPACINGg F RANM E LLALL 2X.P. T. BOTTOM PLATE EXPANSIONIIIIIIIIIIIII: m AIL: INTERIOR BEARING GENE RAIL NOTES GENERAL L LIVE LOADS: ROOF: 2q" t FLOOR 401-r STAIR: 40psf - 2. wND SPEED no.ph 3s 9,»t- 3. ALL. WORK TO BE IN ACCORDANCE WITH THE FB,r, 2001 CHAPTER 16. 4. ONLY WRITTEN CHANGES APPROVED. BY THE EHGMEER SHALL BE PERMITTED. CONCRETE L ALL WORK TO BE IN STRICT ACCOT2DANCE'LLgtH THE AGI 318 2, MIX DESIGN CZITERIA- ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C W) COMPRESSIVE STRENGTH • 28 :DAYS SHALL BE 2500 pel FOR SLABS AND FOOTINGS AND .3000 psl ELSEIU EF (UOTJI MAX6'. A WATER-cEmw. RAno-B WEIGHT.FoL.LOIUS: _ SPECIFIED NOR - AIR ..- AIR . CObq'RESSIvE ENTRAINED ENTRAINED STREW-TN( psi) CONCRETE CONCRETE 25M 061 054 - 3000 055 0.46 " SUB'S' - SLAB ON GRADE 5' OTHER V WATER - POTABLE . CHLORIDE - NONE 3. PROVIDE NORIAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33. 4. FIBERI" ESH FOR SLAB TO BE AT A RATIO CF .15 LBSJYARD. FOUNDATIONS: . L FOOTING DESIGN BASED ON MINIM ALLOWABLE SOIL BEARING PRESSURE OF 2000 pef. 2. IF FOOTING ELEVATION OCCURS IN DISTURBED}NSTABL.E OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. 3. PREPARATION OF THE SUBGRADE TO FOLLOW RECOt'T N JATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. SOIL, 4. STEPS N WALL FOOtING9 SHALL NOT EXCEED A SLOPE OF (I) VERTICAL TO (2) HORIZONTAL. 5. CAUTION SMALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. - MASONRY L DESIGN, MATERIAL AND UIOFX MA -,HIP SHALL BE IN ACCORDANCE WITH THE AGI STANDARD BUILDING CODE REOUIREMENT5 FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 5301 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 P-1 CONCRETE. (S' TO 10" SLUMP) . 3. PROVIDE 25' LAP FOR STEEL • ALL LOCATIONS. 4. ALL CELLS ADJACENT TO COFRMRS, END of SHEAR WALLS AND WDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE 5. CONCRETE BLOCK$ 914ALL C XV;OT TO ASTM C-90 (28 DAY' STRENGTH 2O00 peU (f'--1500 POO, LAID IN RUNNING BOND. - - 6. MORTAR SHALL BE TYPE K 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UNO. WOOD L ALL WOOD.FRAMNG AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED INACCORDANCEWTH;TI-E PROCEDU9 AND-REQUIREHENTB.OUTLNED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR UA70D C01,157FLIGTION. 2. THE WOOD TRIISSES-SHALL BESIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL EWsNEER AIM TO BE WEVIITTED TO THE ENGINEER FOR APPROVAL- 3. PERI'IANENT BRIDGING PERPENDICULAR TO.T14E SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURER TFWSS MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. 4. FOR STRUCTURAL. LUMBER PROVIDE THE FOLLoww. GRADE AND SPECIES SOUTHERN PINE SURFACES DRY USED AT IS% MAX M. C. GRADE H02 OR SPRUCE PINE FIR SOUTH GRADE NO2 5- PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY NINE HAMFACTIIRER FOR EACH USE INCLUDING RECOMMENDED NAILS. IHUGItES CONB.EGT0 OREQwVALENT) b. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MNMIAM OF.I/2- DIAMETER AND 6' IN LENGTH (ASTM A- 301) WITH MIN. 1 1/2' DIAM WASHER UALO. 1. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPAGRY,5 SHOW. OR IF NOT SHOOK COMPLY WITH LMITTNG, STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. a. ANCHOR AND NAILING AS SHOWN, AND To COMPLY WITH THE RECOMMENDED NAILING SCHEDULE. PR(JM THE STANDARD BUILDING CODE,. LATEST EDITION. 9. ROOF SHEATHING: l/16' 053 OR 1/2' CDX SEE DRAWIM,S FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS L CONTRACTOR SHALL VERIFY ALL FIELD CONDMONS AND DMENSIA'LS RELATIVE TO SAME. WHERE . THIER£ ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND. DATA PRESENTED N THE DRAWINGS," SUCH'Cobvn IONS SMALL BE CALLED TO THE ARCHITEOT'S ATTENTION ANDNECESSARYADJUSTIENTS MADE -PER HIS`'MSTRIGTIGNS. . 2. FOR ANCHOR BOLTS USE H UG.HES OR EQUIVALENT (A-36 OR A-301 STEEL) _ 3. PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH 8d NAILS AT 4' CN CENM R, PRE EN GNEERFD W00( J FLOOR TRUSS • 24- OL. MAX V TOENAIL FLOOR TO TOP PLATE LLV V. PENNY NAILS, (2) ON ONE SIM (1). ON THE OTHER W/ NO UPLIFT qn ns-nw "ne ( 01) 11s-. vn em: isrs7s-_ rt>ms 1fOMS L MCE0.5° x tY Nt T- Lo m J W 0 1 J n 0 O NOTE: I v)• SPACBNG CLEAR cF ALL FMISHI MATERIALS. HARDWOOD TAL BRACKETS s 36" O.G. 2X6 BRACING a BRACKET. 2X STUD DETAIL: HANDRAIL TO WALL 9 1/2• NOTE, THE SUrI OF TWO RISERS AND ONE TREAD, EXCLUSIVE OF THE PROJECTION OF NOSMG, SHALL BE NO LESS 2XI2 TREAD THAN 24' NOR EXCEED 25' m CHIMNEY Roop SADDLE CRICKET MATCH ROOF SLOPE RooF SLOP, INV- V 5ADDLE CRICKET 0 CHIMNEY TYP. DETAIL N.T.S. CHI 1/16. 05B OR 1/2• CDX- CONT. 2X4 NAIL - TO EACH TRUSS MEMBER W/4 10d NAILS E CC WT. 2X4 NAIL TO EACH TRU55 MEMBER ROOF TRUSS CRICKET 1/I6" 50LID ROOF TRUSS OSB OR 1/2" CDX FRAMING SECTION TNRU CHIMNEY CH INTERIOR CHIMNEY CH1 ICD LNTERIOR CHIMNEY .DETAILS 3/4" FLOOR SHEATHING NOTE: SEE FLOOR z01 I/8" TO 1,12" GAP TYP. Z TREAD DEPTH Obi 2x12 STAIR STRINGER O 1" NOSINCs MAX. D E^T,41 L : w TO "q L IX& f21SEfz BACKING STHI I\ TREAD X w I U" C ii IX6 I6" WOOI TRU5SEE 2'0" O.0 w 2XI2 5TRINGER FASTENED IA• DRYWALL 0 BOTTOM 4 UIEDCTED 4 J' 4) TOENAILED INTO 2-2XIO fLYCED WALL oat FIR WJRT BOARD 2xY) STAIR Lu Lu 9..TOP Up AT STAIRS zxfz TOAD STRINGER Q T Y P I CA L 51 NC-3L E2XSTUDWALL22XMTL. T 2X4 STRINGER RUN STAIR 3'-0'MIN Ij"'L' LEDGER SEE PLAN BOARDNSTALLATK.H! DETAIL: STAIR TREAD WALL 2x4NAILER UPLFT FROM TRIM MAMFACTWER OF MT516 STRAPS SRIPWN) MN 10d NAILS TO PEAT. EACH STRAP) MIN OF 3JI6' TAFCGNS TO CM EACH STRAP) THE MISSED FILLED CELLS CAN BE REPAIRED NG (1) 5 REBAR (SEE EPDXY PROPERTIESIES SPECirICATIONS ' C0NGT2ESNE - PROPERTIESEPDXY AND FILLED CE1 1 5OOTI) INTO BOND BEAMQDLOTOQN' ALL SHOWN ON PLANS BUT NOT FILLED IN THE FIELD PROVIDE 6• MIN. EMBED. AND 3/4•T HOLE INTO 5SA- AN- TL-E FOOTNn 0-131 I l 4 132-1460 2 1 4 IF AN 'A' STRAP IS MISPLACED TOP OF BOND BEAM OR FoF;r TTEN AFTER THE POURIWS OF THE LINTEL BEAM FIE -ENGINEERED AT TOP OF CMWALL THEN A S"pS0N-MTSI6 CAN BE SUBSTTNTED FOR EACH MISSED •A• STRAP ITRP. UANJ 4Sa EACH MTSED AANDP WOOD TRUSS 20 Ga GALY THE TABLEFOLLOW@Y.s_ THE ATTACHED TFOLLCU PROVIDEFLASHMG FOR. TUBS TO SR ON BOND BEAM lW_ U 5. COAT. HOM FROMACCORL7INGTOTHEUPI_fFt 3INOUN Fk OM THE .T'Td1SB-MAMFACTURER PISTALL. ALL T^ / PROVIDE TYSPLICEStTYPJ LINTEL BEAM W/ (1)'S COAT: SIMF'-,ON MT516 ATTACH TAPCONS EVERY OTHER HOLE NOTE. TA -CONS SHOULD BE MTALLED IN STRICT ACCORDANCE tI" THE MAMFAC'NIRE" RECOWENDATIONS M S MISSED "A" STRAP DETAIL CMU WAS FI5 1_ -.I `?_ B• Q"N WALL— GROUT 5 OF FOOTER NOTE, EPDXY GROUT SHOULD BE INSTALLED IN STRICT ACCORDANCE WTH THE MMIFAGTUfN£R'S REC0t1-EI,VATfON5. MFC MISSED FILLED CELL DETAIL 24" 5 AT 45' 124_ O.C. I PROVIDE (D 5 At 48• O.C. PERT AND (2) 5 _ BELOW EA POST LOCAl10H FILL ALL CELLS WITH 2506 PSI CONC. ALTERNATE HOOKS IN FNO. BRACE EXTERIOR SIDE OF WALL DIIRWG 8" COMPACTION OF THIS AREA 5 0 46' O.C. i. AND LANDING DETAIL RVIRRICANE ENGINEERING 407) T]4-900.T- TAX- (407) n4-8477 y, P.O. BO% 151613 ALTAMONTE . IT.32216 Ti01I PLAN FORQ05T 517E " S .0N PE/ sn/s 1) 5 CCNT. PROVIDE OPEN HEAD JT. AT 48. OG, FOR WEEPS ALOPW _ GRADE AWAY FROM HOUSE GOAT. AS 2'-0" ALL REBAR (TYPJbFI0I1N R RET INING WALL AT PATIO NotE= 1ING sIDE cF WALL ADEQUATELY DUPoM'a COMPACTION FOR PATIO SLAB. LEAVE BRACES IN PLACE FOR T DAYS AFTER PATIO SLAB IS POURED 2) SIMPSON T922 (2430Lb. max UPLIFT) or GIRDER (2) HUGHES RT22112 (2030Lb. max UPLIFT) or 2) SEMCO AD5-2 (3412Lb. max UPLIFT). 2x4 POST SEE - - DOUBLE TOP PLAN FOR QUANTITY PLATE e' MIN. I I E`rA3E, DME DETAIL For (2)fvS SUBSTITUTION For (INI ® GIRDER CONNECTION 10111 w Y.n Q3 J n m rne E E9 a X c n m N p m mm 0 A A'epeB '0 Y V c o E U 0 k T2 Q J J w Q QWw 6 wQtr CZ Q c n- U U) E r L0 J w w reM6bn6: er" a....er. desWwd SYN drawn b)r dam design daclmd by aww date: 01-22-01 sheet-" S2 DE pHANDRAILTOHAVEACIRCULAR_ GROSS SECTION DIAMETER BETWEEN A11/2" TO 211, OR TO PROVIDE OR055 SECTION WITH EOUIVALENT GRASPABILITYPERFORMANCE REFER TO FLOOR PLAN FOR STAIR SECTION Z SPECIFIC TO THIS MODEL z eum ofi, (2) R 1 ef=-e FLU5 ( 1) T r=At;) MU5i F- OUAL 2411 TO 2511 t 3/ 4" SUB -FLOOR FLOOR TRU55 l i2X5 STAIR LEDGER CONNECTED TO FLOOR TRUSS WITH 10d r IX RISER NAILS 06" O.G. It 2XI2 TREAD Q n w m ATTACH EACH 2X12 5TRINGER TO LEDGER HITH (2)fbd NAILS THRU t LEDGER INTO STRINGER AND (2)IOd O ( 1 NAILS TOE -NAILED ON.EACH SIDE ATTACH R15E Z TO EACH STRINGER Yy/ )Sd NAILS ATTACH TREAD TO EACH 5TRINGER W(3)I0d NAILS 2X12 STRINGERS AT 5IDE5 AND CENTER OF 5TAIR5 TOTAL STAIR RUN WITH 2X4 5PACER AT 51DEWALL5. ATTACH SPACER TO EACH STUD WITH(2)IOd NAILS MIN TREAD = 41" EXCLUSIVE OF NOSING 5TAIR CON5—T-RUC 10N 17;ETAIL N. T.S. sheet 2. 1 I 8 0 E 2X4 BLOCKMCa • 24'OL.. 9 TYP. ROOFROOF TRUSS oPLAFRAME TERALSUPPORTFIBERGILASS TRUSS IV C2) T2d NAILS TO ROOF TRUSSES) V! 8441t ES OVER V2-2xlo USS LAYOUT IV FELT OVER CTYPJ 2) 12d NAILS (TYP.) , T) 16. OSH. UNLE59 FERIUISE NOTED Vl' DRYWALL 2 - 2X TOP PLATEUVOD TRUSSESFLOORPLANW/ "O' 32. O/CSSTRA$HOU EAS Vl' DRYWALL R-11 GATT MSULATION {--- Dry a ONTRUSS LAYOUT TYPICAL STUCCOAP TIES l/B' STUCCO OVER METAL LATH °fl P.T. OVER UCB FMISH ( ALTERNAOVER 15• FELT OVER OSH. CDR OVER R D R/S CEDAR FMISH) ONE ECH SIDE) - e TOP OF FRAME WALL Q e yB Coe- O 1.0- R61a::SAWI:PPIE.. - SUBFASGIA' O -e 9. W/ COW. ALUM. -C DRYWWAl L - E VENTED SOFFIT 2X STUDS 16' O/G _ _ o SEE FPLAN DBI. 2X8 HEADER • O a LL LR FOR STRAPPING. FOR 4'-6" MAX. v 3 1/2' NC SLAB HEADER FOR r>BLS? 1. 41100DPOST _ CO- W'FIBEF' IESH OVER MAX. OPENMG UN.O. PER FLOOR PLAN 2X BOTT. PLATE W/ 6 ML VAPOR BARRIER 11 C'«ES ' COMPACTEDOVER TED .WOOD POSLAN CLEAN, COMPACTED 11144BER*IES" ON. ° PER FLOOR PLAN AND -0"321 `7' R F p TERIOR P, 30/G J PER PLAN FILLWMONOLTHIGWRAPPEDW/bTUCCO bbbEEEEEE OOOZZZJJhRR2 S FTC. UY2 • 5 BARS ^ /// OR OR Y+• y OR Cow- SLAB FOR POST 512E O Q i•• 6 (SEE FLOOR FLAN) FOR POST SIZEti a E _ o 2. 5 R£ 13ARS • " BRACING AT NON -LOAD BRG. W > fa - THICKENED SLAB AT SCP SECTION ®COVERED PORCH EPP ELEVATION REAR PORCH POST NB EXTERIOR WALL DETAIL } U K BEARING GPORCH POST aa F- H MONOLITHIC DETAILS SIMILAR) WW 00 TX6 HANDRAIL ; C W/PLOIJEADOVE D RAIL CAP 3 GRASPABIL TY CODE - WOODBALUSTERW/ DEC. WOOD RAIL s ABOVE THAT MEETS 2X2 BALUSTER Q GRASPABILITY CODE (HAG FIR bOVEW HANDRAIL OVER) r L2X6HANDRAIL 4' P. C. 11 (1 J --DEC, WOOD pWOOD RAIL USTER•. I^ _ QlX8 C. FIR CAP ' A3 IAs2• BASEBOARD tX8 G FI CAP T G s I NEWELL, ! SIDE) ij Iids I POST 2X4 WALLfit Q IMDE(3dEATH / OTRIM __ - i / W2 C. FIR WOOD RAIL 6 / / •--t a F = MSIDEDARD 17 I; ELITE / pC12 G FIR SKIRTBOARD asc a.:oer 2ND IMPERIAL _ -' STAIR GON$ TR . ,I STAIR CCNSM FLU T EIEY(X• 1D WALL PAST WALL !1 ll— NEWELL POSt Odet; W dEY•.^I 1 V2" 1 drarinby. door dedyi rx12 G I L S FIR P S TA I R R A I L S aka by. aww GUARDRAIL ELEVATION Q S T A I R R A shee MA 1 V2 I' ENGINEERING _ S3 PA sox 161913 143M IT W0110M a 3VIG - DETAIL ® HANDRAIL IlMft J." °" Pa 4-61 of: