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HomeMy WebLinkAbout156 Bristol Forest Trl - BR03-002760 - SFRPERMIT ADDRESS X6 ';rasa\qw 6 CONTRACTOR Centex Homes ADDRESS 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 PHONE NUMBER CGC 049689 PROPERTY OWNER ADDRESS PHONE NUMBER SUBDIVISION PERMIT # TA• &"X&b DATE0j&3*0S1_ PERMIT DESCRIPTION oJA— L., PERMIT VALUATION 1©i tso SQUARE FOOTAGE'0 ELECTRICAL CONTRACTOR {-w MECHANICAL CONTRACTOR i " O PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 156 BRISTOL FOREST TR for which permit 03-00002760 has heretofore been issued on 9/05/03 has been completed according to plans and specifications filed in the office of the Buildin7 Official nrior to the issuance of said building permit, to wit as ,S (1•.iI. ids4 44'd vet complies with all the building, plumbing; electri 1, zo ing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled Kl Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In k. Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage ` zL4- Paved _ Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights _ Storm Sewer Driveway _ Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 10 20 03 10.00 01-APPLCTN FEE -BUILDING 9/05/03 10.00 01-APPLCTN FEE -MECHANIC 10/15/03 10.00 01-APPLCTN FEE -PLUMBING 9/19/03 10.00 02-ENGNG DEVLPMT FEES 9/05/03 10.00 01-FIRE IMPACT - RESIDENT 9/05/03 59.27 01-LIBRARY IMPACT FEE 9/05/03 54.06 01-OPEN SPACE 9/05/03 279.61 PAGE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 156 BRISTOL FOREST TR for which permit 03-00002760 has heretofore been issued on 9/05/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT'FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 9/05/03 91.93 9/05/03 14.95 9/05/03 847.00 9/05/03 14.96 9/05/03 1384.00 9/05/03 650.00 9/05/03 1700.00 Cvr 9 07 ' BUILDING OFFICIAL DATt CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" DATE: \ — fS - 0 eI PERMIT #: C) c) —) Lt a ADDRESS: CONTRACTOR: PHONE#: 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. 9 ineering Public Works Utilities Ok 1> S40d&r f/ fM04 OFire C-\ i\-, ozoning - V-,\ `a DLicensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \ - _-3 - 0 PERMIT #: ADDRESS CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After yourinspection, 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 Public Works Utilities Fire ( JZoning i1 J Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) M I CERTIFCATE OF OCCUPANCY a - REQUEST FOR FINAL INSPECTION- REQUEST I s SINGLE FAMILY RESIDENCE**** 3 1 I 1 t 1 I I I I 1 I 1 I f I 1 I• 1 DATE: \ - CA of 1 I r I PERMIT #: W I 'l ;+- 3S-- N E Q f ADDRESS: \ a Q t; I I ti _ CONTRACTOR: z J " CO o g a a I a ; ll yPHONE #: o"\1l L-\Un-, l oc U 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. 3Engineering OFire _ (\ L Public Works OZoning V-\ tilities e " e -;/v Licensing 1 P CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) k FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067-0077 Expires December 31, 200E For Insuranoe Company Use: Policy Number CENTER HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 156 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 35, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, N necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): e - ##' - ##.##" or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SEMINOLE COUNTY 120294 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE NAME' FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE 88. FLOOD ZONE(S) ZoneAO, use depth of flooding) 1202940035 E 4/17/95 4/17/95 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction ofthe building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used —Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Topof bottom floor (including basement orenclosure) 14. 2 ft.(m) o b) Topof nerd higher floor 23.6 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A _ft(m) o d) Attached garage (top of slab) 14. 0 ft.(m) 00 0 11 o e) Lowest elevation of machinery andlor equipment ca j servicing the building (Describe in a Comments area) 13.9 ft.(m) E o o f) Lowest adjacent (finished) grade (LAG) 12.3 ft.(m) a CA o g) Highest adjacent (finished) grade (HAG) 13. 7 ft.(m) o h) No, of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area ofall permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents mybest efforts to interpret the data available. 1 understand that any false statement may be punishable byfine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS 320 E. SOUTH PTF I EETha1 CITY ORLANDO STATE ZIP CODE FL 32803 SIGNATURE 1A OV IV1t05/04 DATE TELEPHONE 407)4261979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A ' Forinsuranoe Company use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 156 BRISTOL FOREST TRAIL " CITY STATE ZIPCODE 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. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Et. Building Diagram Number _(Select the building diagram mostsimilar to the building forwhich this certificate is being completed —see pages6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. ForBuilding Diagrams 6-8with openings (seepage 7), the next higher flooror elevated floor (elevation b) ofthe building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.ion front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ fit(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 oommunitys 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 orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and Efor Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q 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 COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B. C (or E), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMITNUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT -OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 35, 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). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC LOT 36 a LOT 39 s s Sl2. O OpO,F 6000 pTF' l 0. G/ O0 6 20 A.1 70 /S. 4 J•J `O ,yam TWO STORY CONCRETE BLOCK i ti RESIDENCE ' TOP OF FORMS S0 13.2 Cp/ 50 ELEVATION- 14.22' LOT 34 WALK IS 0.1' OFF ,° S COVERED o 3%X 3' PI \ . ?,' CONCRETE h,. C S 3. C/W ENTRY V. R 12.3 eQ 199 WALK IS 011' ON titi tih S°, RJ. 0pR A'° NOTE: PI v 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGENDINCONSISTENCIESHAVEBEENNOTEDONTHE SURVEY, IF ANY. — . — . — . — BUILDING SETBACK LINE CENTERLINE 2. PROPERTY CORNERS SHOWN HEREON WERE — — RIGHT of WAY LINE SET/FOUND ON 10-1-02. UNLESS OTHERWISE _1,410 EXISTING ELEVATION 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 PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHWESTERLY LINE OF LOT 35 BEING N 54'23'11" W PER PLAT. FIELD DATE:) 9-11-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ FINAL 12/30/03 KLE ASM39649 FORMBOARD 9-18-03JOBNO. PLOT PLAN 08/08/03 SOO DRAWN BY: LOT FIT 12-18-02 CKB II 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 PADCSCONCRETESLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE ORLANDO, FLORIDA 32801 (407) 426-7979 1. 30' GRAPHIC SCALE LOT 31 0 1s 30 OFND 1/2" IRON ROO AND CAPLB #6393 (9/11/03) Q° FND NAIL AND DISC LB N68 (9111103) SET 1/2" IRON ROD AND CAP LB #6393 (9/11/03) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT 01IU. OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE URVEY, SUBJECT TO THE SURVEYOR'S NOTES ONTAINED HEREON MEETS THE APPLICABLE UINIMUM TECHNICAL STANDARDS" SET FORTH Y THE FLORIDA BOARD OF PROFESSIONAL URVEYORS AND MAPPERS IN CHAPTER 1G17-6, FLORIDA ADMINISTRATIVE CODE URSUANT TO CHAPTER 472.027, FLORIDA TA TU TES. iZ'5HI;jl AMU-N&MAr FOR THEFIRM LLIAM R. MU CATELLO jRY P§kr#4918 DATE 5-06-203 12:52PM FROM CITY OF SANFORD PERMIT APPLICATION Permit N :S. Job Address; Description of Work: Historic District: Zogin . `i I 8 Value of Work: S Date: Permit Type: Building Electrical X Mealumical Plumbing,____ Fire Sprinkler/Alarm Po41 _ Electrical: New Service — # ofAMPS Additior Altera6on Change of Service Temporliy Pole Mechanical: Residential Non•Residential Replacement New (Duct Layout & Ppergy Qli; Roquired) Plumbing/ New Commercial: # of ft ures # of Water & Sewer Lines p of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commcrcial t _ Occupancy Type: Residential Corrunercial Industrial Total Square Footage: Coastrucrioa Typec # of Stories: # of Dwelling Units: Flood 'Lone: (FEMA form Mquired for utocr L,,.n x) Prrcei R: ( Attach Proof of Ownership & Legal Description) o-ocAl Name & Addraas: Centex Homes 385 Douglas Ave. Suite 2000 Al tamtnnte Springs. FT, 32714 --Phone. 407-661-2150 _ CooctactorName &Address: Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando FL 32806 _— State Liceaso Number; EC0002494 Phone d Fac: — Contact Person -John Fi ndl ay Phone: 407-851-1220 Bonding Company Address —_ Mortgage Lender AQ dsess A r l%it.ecL/En,i ncer. Adtlrt; as. Phone: I' aX: Application is hereby [Wade to obtain a permit to do the work and installations as indicated, I ceni(y that no work or insuallation has commen ed pr c;; L ssiatecorapetrtitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate PermitmustbeseeurodforELECTRJCALWORK, PLUMBING. SiGNS, WELLS, POOLS, FURTIACES. BOILERS, HEATERS, TANKS, and AIR*(70NOIT10NFRS, ctc. 2^, F-a,s AESDAV fj; 1unify that all of the foregoing information is accurate and that all work will be done in compliance with all applicnl,Ir. i. •: r et .Ianng coru;r=don and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY R.ESUt: i IN 1/: n Ii Y LN(L wICE FOR QvfPROVBMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN 704U'<t;YBEFORERrCORDINGYOURNOTICEOFCOMMENCEMENT. NnTICF.: to addition to the requirements of this permit, there rmay be additional restrictions applicable to this property that may be found in dic public mcoras o: this euunry, andtheremaybeadditionalpermitsrequiredfromothergovemmentalentitiessuchaswatermanageme scene ugencics, ur rede;,! ; rrnctc nccep:aece oC perm( is verification that I wall notify the uwncr of the property of the requittmtz g£a Signuure o(Owner/ Agent Uatc flint Owncr/Agent' s Name S.ina:urc of Nouiry•Suic of ftnnda Daic 0w "/A6cnl is _ Pcrs00a11% l;nol,n to Mc or Prnduc,;d IU G v I( 1' i0; r' nl'I'I(OVE0 RY: Qidg: Initial ibmatu're of Contractor/Agent Uatc Charles Cannon Print Contractor Ascnt' s Name tiignawrC of t: n ry•$tatc of FlondL « APow P/a T?, 1 A K,,1 is LAC NTYyco IISS10t it tii i<d?1 ontractNAc: z 1 • nunal, Known o tv'"e VO; iPtf2i 5: Nun ti X 'G°J.`: p X I Prwluc ;I _ 1. 000&NOTARY FLNaMY,""via &vxfirg,IrK: Initial Datcl (Initial lalcl ( lit 7': VilLJ i l , , In S. DR CITY OF SANFORD PERMIT APPLICATION Permit # .1)-3 1 Date- 1 '" C> -3 Job Address: r Description of Work: ./lr Historic District: Zoning: 35Value of Work: S Permit Type: Building Electrical Mechanical Z Plumbing Fire Sprinkler/Alarm Foal, Electrical: New Service - # of gMPS Addition/Alteration Change of Service Temporbary Pole Mechanical' Residential Non -Residential Replacement New (Duct Layout & rrergy Cain, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required, for ath€r Kttan %) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address. Mortgage Lender: Address: ArchitecUEngineer: Address: Attach Proof of Ownership & Legal Description) Phone: to Licen-se ,\m uber RU Phone: Fax: - Application is hereby made to obtain a pemvt to do the work and installations as indicated. I certify that no work or installation has conirncnccd 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 AFFiDAV [T: I certify that all of the foregoing information is accurate and that all work will be done in compliance with allapplieahit: I.uts rc:µuJating construction and zoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEM NT MAY RESULT m YU t J)1 11/1 `"ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. iF YOU INTEND TO OBTAIN FINANCING, CONSULY WiTH YOUR LENDER OR AJd ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT- f, NOTICE: In addition to the requirements of this permit, there may be additional restrictions appli/thisthat may b ound in the public'records of this county, and there may be additional permits required from other govemmental entities such adistncts, to agencies, oi,.fKic al agencies. Acceptance of permit is verification that I sill notify the owner of the property of the requiremeno; 71aOCTl7003 Signature of Owner/Agent Date Signature of Cont-actor/Agent Date ROBERT G. LIELLO RUSSO Print Owner/Agent's Namc Print Contractor Aeent's Naqj& OCT 1 :; ?()03 Sigr ature of Notary -State of Florida Date Si, a No-----Statc of Florida Date O%-ner/Agent is Personall% Kno rn to Me or Contractor/Ayer::; _ Personah, Known to Me or Produced ID Produce APPLICAI (ON APPROVLD BY: Bldg: Zoning: Lr._.:cs _ _ I-D: Initial & Date) (Initial & Date) (Initial l Date) (Itrinal & Dat: accial is „nduions: a FAIRfNDA G_ TCJfi rFf--- - O, ,%46SION # D0 9 893 CITY OF SANFORD PERMIT APPLICATION Permit # : 0.1 — 0 0 7 6 0 / Date: _ a-( - - 0 Job Address: 1 ,, r Z,' d re f ib Z ` '% , /" ' firI A 4 Y Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing f 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 3 Plumbing Repair - Residential or Commercial T Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for uther than X) Parcel p: 4(Attach Proof of Ownership & Legal Description) Owners Name & Address: .+i/{ e 1p O jPhone: Co ractor Name & Address: /%s.cL tC7 '"T /tT"t"a ' " 1 ( .... 2 _ Z—' State License Number: C, rt- . — ( Phone & Fax: 1 { Z— Sf Q l— Contact Person: Phone: _;_ 3 t 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 applic:ahle laws rr ulaurtg construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL; IIN 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 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: S, iig'nattureofContjractor/Agent/ Date ntractor/ Agent' 9 Snattltg` t!j1;tflfY STUtdtlFP46riQa•,•.•, _.._ Date MY COMMISSION 1 DD 164280 s ES: Bud* N t 1 se2008a11NugudyptNrrtatyContractor} . Personally Known to Me or Produced I D Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) IMPACT FEE STATEMENT ISSUED BY CITYIPF SANFORD STATEMENT NUMBER 103-75681 BUI I -c» UNIT A TRAFFICZONE 1 - - -. -- -------- -----------. . SUBDIVI y y / ------------- PLAT, BOOK PAOE___ OWN[R NAME: ADDRESS: =7--- ----- APPLICANT NAME: _ ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House ' TYPE US[: Residential WORK DESCRIPTION: Single Family House, Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DOE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 7O5,00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.O0 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,3O4.00 AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: V Yvr_ SIGNATURE PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND SURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNIY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT, ERSONS 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 1101 EAST FIRST UP, OR REQUESTED, STREET, SANFORD, FROM THE FLORIDA PLAN 32771; IMPLEMENTATION 407) 665-7474. OFFICE: PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYNIENT SHOULD BE BY CHECK OR MONEY ORDER, AND. SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NO ICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY` BUILDING PERMIT******************** IInIBM g INMINN>IMMNoin This Instrument Prepared By: NAME:. Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MWRIIAMME MIOR IE, CLERK OF CIRCUIT COURT SEMIINOL. E COUNTY 13K 049a3 PG L 310 CLERK' S R 2003150830 RECORIIED 8U1/27/M3 i72WA9 GN REMIMIB FEES 6.00 RECORDED BY MI Widen THE UNIJERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT 9-6 , PRESERVE AT LAKE in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Properly: 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 MONROE Recorded FLORIDA. 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 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. Riggs OFFICE MANAGER `FOR CENTEXHOMES, SAS DOUGLAS AVENUE SURE 2000, ALTAMONTB SPRINGS, FLORIDA 22714 THE FOREGOING rNS4UMENT WAS ACKNOWLEDGED BEFORE ME THIS AUG 1 5 2003 AUG BY DEW A . RIGGS., OFFICE MANAGBR CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION mwa 2721 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS'_I PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. A Z A JKULC GOIJNTY- FLORID71 NOVA RY PUBLIC ore„ qci_r RK JACKIE CAINES Notary Public State of FloriJ2004 My CommissionExpiresJan21CommissionIfCCSS172 CITY OF SANFORD PERMIT APPLICATION Permit # lob Address: D Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Value of Work: Permit Type: Building XX Electrical Mechanical _____ Plumbing Fire Sprinkler./Alarm fool 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: # Z er Closets Plumbing Repair - Residential r Commercial Occupancy Type: ResidentialCommercial _ Industrial Total Square Footage: AM Construction Type: # ofStories: _4L # of Dwelling Units: I Flood Zone: - (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— © .9,r 0 (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: PATRICK J. KNIGHT/CENTER HOMES (SAME AS ABOVE) State License Number: CG C049689 Phone&Fax: 407-661-2176/661-4089 Contact Person: JACKIE CAINES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: Address:_— Architect/Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P 0 BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lie Law, 713. AUG 15 2003 Signature of Owner/Agent Date Signanire of Contf*r4"rl7CgMTt Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Produced ID Personally Known to Me or PAT KNIGHT Print Conttactor Agent's Name 2003 i`S ghature of ore oft -1 a Date Coo tncIoCAgcnt is XX_. 11rrsonaIIy Known to Me or Produced ID APPLICATION APPROVED BY: lildg bt t41 __a 3 Zoninc: Initial & Mate) (Initial & Date) Special Conditions: Otilhics: —_ ___-- 1:0: Initial & Datc) (Initial & Date) l 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: I. Garages/Carports sq. ft. 2. Porches/Entries sq. fl. 3. Patio(s) - sq. ft. 4. Conditioned Stricture Q sq. ft. 5. Total Gross Area MY___ _ sq. ft. 3. Three (3) sets of completed Florida Encrgy 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 when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road lmpact 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 AUG 1, 5 2003 O%smer/Agent Signature z__1 _ Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL C` S SemintAr County pertvarO pevtrtr trrsces IIII l K.Pint St. tisnlord F1.32T,r1 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22- 19-30-502- S3-SAN FO RD Parcel Id: Tax District: WATERFRONT 0000-0350 Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: Depreciated EXFT Value: $0 HOMES Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City, State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: 156 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 35 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http:// www. scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=2219305020000035(... 8/15/03 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs. FL 32714 Office: (407) 661 -2150 Fax: (407) 661 -4089 www.centax-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackite 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 PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA LOT COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this AUG 5 2003 by Patrick J. Knight, Division President of Centexmes - Orlando). He is personally known to me and did not take an oath. PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 35, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 35 CONTAINS 6000 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 1503 SQUARE FEET t TOTAL CONCRETE 543 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 3954 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 34% t SOIIARF FOf1TAGF fUP TO CIIRR) LOT 35 UP TO CURB CONTAINS 6550 SQUARE FEET t THIS STRUCTURE CONTAINS 1503 SQUARE FEET t CONCRETE 876 SO. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 4171 SO. FT. i LOT 39 F LOT 31 s0. V O 40 PF' At10. fohq. 0 00. ,'OOR 10 / Va16 tiso9 osF, soP LOT 34 o P0' /9/ O oQ. J11) y \Rf n 12.0 4R/ STD hh S0. hT O \,} 4}iTi \ 00Ao l BUILDING SETBACKS Q' FRONT: 25' REAR: 20' G SIDE: 5' P1 CORNER: 15' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF 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 APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHWESTERLY LINE OF LOT 35 BEING N 54'23'11" W PER PLAT. FIELD DATE:) REVISED: SCALE: I = 30 FEET — APPROVED BY: Si LEGEND I" - 30' GRAPHIC SCALE 0 15 30 S BUILDING SETBACK LINE MLW POB MINIMUM LOT WIDTH POINT ON BOUNDARYCENTERLINEPCCPOINTOFCOMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE x PROPOSED ELEVATION OR OFFICIAL RECORD PO PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW DENOTES DELTA ANGLE L DENOTES ARC LENGTHOCONCRETEC.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC PT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCYPCPPERMANENTCONTROLPOINTTYPTYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED CBW CONCRETE BLOCK WALLFNDFOUNDRPRADIUSPOINT C/W CONCRETE WALK CS CONCRETE SLABS/W SIDEWALK C CHORD LENGTHCPCONCRETEPADSQ. FT. SQUARE FEETPB R PLAT BOOK RADIUS NG NATURAL GRADE PGS PAGES R/W RIGHT-OF-WAY AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER 1-13p6393 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. JOB NO, ASM39649 LOT PLAN 08/08/03 SOO DRAWN BY: LOT FIT 12-18-02 CK8 3AASM391ASM39G40,dwq, 6/1t/2003 2:37:10 PM FOR DATE PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 35, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 35 CONTAINS 6000 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 1503 SQUARE FEET t TOTAL CONCRETE 543 (WITHIN LOT ONLY) SO. FT, t TOTAL SOD 3954 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 34% t LOT 36 F P P , 1 2P2P 1 S 4 J0 i SQUARE FOOTAGE (UP TO CURB1 LOT 35 UP TO CURB CONTAINS 6550 SQUARE FEET t THIS STRUCTURE CONTAINS 1503 SQUARE FEET t CONCRETE 876 SQ. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 4171 SQ. FT, t 13.5 O• A a° E. Gys9 °`rFO cfyg116ro /(QO 4110 12.0 Oz Al S°, 0 '°\ BUILDING SETOACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF 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 APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHWESTERLY LINE OF LOT 35 BEING N 54.23'11" W PER PLAT. FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY, SJ JOB NO. ASM39649 LOT PLAN 08/08/03 SOO DRAWN BY: LOT FIT 12-18-02 CKB LOT 39 S0o2S, V J s01' LOT 34 LOT 31 1"-30' GRAPHIC SCALE 6 15 30 s o° o,g7 G pe LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POB CENTERLINE PCC POINT ON BOUNDARY POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE XXX.XX PROPOSED ELEVATION OR OFFICIAL RECORD PD PLANNED T PROPOSED DRAINAGE FLOW DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC PT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCYPCPPERMANENTCONTROLPOINTTYPTYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED COW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK C5 CONCRETE SLABS/W SIDEWALK C CHORD LENGTHCP PO CONCRETE PAD SQ. FT. PLAT BOOK SQUARE FEET R RADIUS NG NATURAL GRADE PGS PAGES R/W RIGHT-OF-WAY AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER UO#6393 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. GALEN K. DATE AASM391ASM39649.dwn. 0/11/2003 2:37:10 PM FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2509 LMR 35 Builder: CENTEX-FOX & JACOBI Address: 156 BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A S. Is this a worst case'? Yes 6. Conditioned floor area (W) 2509 ft' c. N/A 7. Glass area & type a. Clear - single pane 258.0 ft' _ 13. I leating systems b. Clear - double pane 0.0 ft' a. Electric Heat Purnp Cap: 42.0 kBtu/hr _ c. Tint/other SIIGC - single pane 0.0 ft' HSPF: 8.50 _ d. Tindother SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft c. N/A b. Raised Wood, Adjacent R=I I.0, 399.0ft' c. N/A 14. 1lot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 802.0 ft' EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 310.0 11' b. N/A c. Frame, Wood, Exterior R=1 1.0, 1176.0 W d. N/A c. Conservation credits e. N/A I IRA feat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 ft' 15. FIVACcredits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A IIF-Whole house fan, 1 It. Ducts PT -Programmable llrermostat, a. Sup: Unc. Ret: Unc. AIL Interior Sup-V6.0, 1.0 ft MZ-C-Multizonecooling, b. N/A MZ-H-Multizone heating) Total as -built points: 31902Glass/Floor Area: 0.10 PASSTotalbasepoints: 35706 hereby certify that the plans and speeifications covered by')kis calculation are in compliance with the Florida Energy Code. PREPARED BYL. DATE: 4 G 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT.— DATE: AUG O 7 2003 Review of the plans and 111E ST specifications covered by this 04 a q Fo calculation indicates compliance with the Florida Energy Code. loll, Before construction is completed A -. o this building will be inspected for compliance with Section 553.908 Florida Statutes. coD WE`D BUILDING OFFICIAL: DATE: EnergyGaugeO (Version: FLRCSB v32) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2509.0 25.78 11642.8 Single, Clear W 1.0 16.2 32.0 53.47 1.00 1705.6 Single, Clear W 1.0 14.2 10.0 53.47 1.00 532.7 Single, Clear W 1.0 18.0 40.0 53.47 1.00 2132.1 Single, Clear E 1.0 16.2 32.0 59.31 1.00 1891.2 Single, Clear S 1.0 16.2 32.0 44.66 0.99 1420.6 Single, Clear E 1.0 6.2 32.0 59.31 0.97 1847.8 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832A Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear E 1.0 10.2 32.0 59.31 0.99 1886.8 Single, Clear E 1.0 8.2 16.0 59.31 0.99 942.3 As -Built Total: 258.0 14025.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 310.0 0.70 217.0 Concrete, Int Insul, Exterior 4.1 802.0 1.18 946A Exterior 1978.0 1.90 3758.2 Frame, Wood, Adjacent 11.0 310.0 0.70 217.0 Frame, Wood, Exterior 11.0 1176.0 1.90 2234.4 Base Total: 2288.0 3975.2 As -Built Total: 2288.0 3397.8 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1741.0 2.13 3708.3 Under Attic 30.0 1741.0 2A 3 X 1.00 3708.3 Base Total: 1741.0 3708.3 As -Built Total: 1741.0 3708.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 162.0(p) 31.8 5151.6 Slab -On -Grade Edge Insulation 0.0 162.0(p 31.90 5167.8 Raised 399.0 3.43 1368.6 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: 6520.2 As -Built Total: 561.0 4449.6 INFILTRATION Area X BSPM Points Area X SPM = Points 2509.0 14.31 35903.8 2509.0 14.31 35903.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, , , PERMIT #: BASE AS -BUILT Summer Base Points: 48834.7 Summer As -Built Points: 52710.2 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 52710.2 1.000 1.087 x 1.150 x 0.90) 0.284 1.000 16851.5 48834.7 0.4266 20832.9 1 52710.2 1.00 1.125 0.284 1.000 16851.5 EnergyGauge'" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Mgt Area X WPM X WOF = Point 18 2509.0 5.86 2646.5 Single, Clear W 1.0 16.2 32.0 10.74 1.00 343.6 Single, Clear W 1.0 14.2 10.0 10.74 1.00 107.4 Single, Clear W 1.0 18.0 40.0 10.74 1.00 429.5 Single, Clear E 1.0 16.2 32.0 9.96 1.00 319.6 Single, Clear S 1.0 16.2 32.0 7.73 1.00 246.7 Single, Clear E 1.0 6.2 32.0 9.96 1.01 321.4 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear E 1.0 10.2 32.0 9.96 1.00 320.0 Single, Clear E 1.0 8.2 16.0 9.96 1.00 160.1 As -Built Total: 258.0 2592.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 310.0 1.80 558.0 Concrete, Int Insul, Exterior 4.1 802.0 3.31 2650.6 Exterior 1978.0 2.00 3956.0 Frame, Wood, Adjacent 11.0 310.0 1.80 558.0 Frame, Wood, Exterior 11.0 1176.0 2.00 2352.0 Base Total: 2288.0 4514.0 As -Built Total: 2288.0 5560.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 1&0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1741.0 0.64 1114.2 Under Attic 30.0 1741.0 0.64 X 1.00 1114.2 Base Total: 1741.0 1114.2 As -Built Total: 1741.0 1114.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 162.0(p) 1.9 307.8 Slab -On -Grade Edge Insulation 0.0 162.0(p 2.50 405.0 Raised 399.0 0.20 79.8 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: 387.6 As -Built Total: 561.0 1123.2 INFILTRATION Area X BWPM Points Area X WPM = Points 2509.0 0.28 702.5 2509.0 0.28 702.5 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 7358.6 Winter As -Built Points: 9862.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 9862.2 1.000 1.078 x 1.160 x 0.92) 0.402 1.000 4555.7 7358.6 0.6274 4616.8 9862.2 1.00 1.150 0.402 1.000 4555.7 EnergyGauge^" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details i ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 20833 4617 10256 35706 1 16851 4556 10495 31902 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the horne. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 IcB[u/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 i 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (W) 2509 ft' c. N/A 7. Glass area & type a. Clear - single pane 258.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric [feat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 399Aft' _ c. N/A 14. 1lot water systems 9. Wall types a. Electric: Resistance Cap: 50.0 gallons a. Concrete, Int lnsul, Exterior R=4.1, 802.0 ft' _ EF: 0.86 b. Frame, Wood, Adjacent R:=I 1.0, 310.0 ft' _ b. N/A c. Frame, Wood, Exterior R=11.0, I t76.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DFIP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 ft' _ 15. HVAC. credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A IiF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. All: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-Ii-Multizone heating) I certify that this home hadcomplied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) D THE S7-4 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. B4ilder Signature: _ Date: AUG 0 1 2003 ; d A w o Address of New Home: 156' BRISTOL FOREST TR. City/FLZip: LAKE M0NF U3?-ZV l cODwE`` NOTE: Tl e home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStardesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwwfsec.uefedufor information and a list of certified Raters. For information about Florida's Energy F,ffciency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGaugeO (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Design Information Weather. Orlando AP, FL, US Winter Design Conditions Outside db 38 'F Inside db 70 'F Design TD 32 'F Heating Summary Building heat loss 36350 Btuh Ventilation air 0 Cfm Ventilation air loss 0 Btuh Design heat bad 36350 Btuh Infiltration Moihod Simplified Construction quality Average Freplaoes Area ft Heating Cooling225092509 Volume (ft') 20072 20072 Air changes Our 0.70 0.40 Equiv. Avg- (cfm) 234 134 Heating Equipment Summary Make J 4TRC(- Trade Efficiency Heating input Healing Ougxrt temp rise Actual ling fan Heating air flow factor Space ffie mostat Summer Design Conditions Outside db 93 'F Inside db 75 'F Design TD 18 'F Daily Relativevehumidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 29386 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 'F Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. bad 30253 Btuh Latent Cooling Equipment Load Sizing Internal gads 1380 Btuh Ventilation 2212 Btuh Infiltration 3946 Btuh Total latent equip. load 7538 Btuh Total capadtatat 0.70% SHR 37791 Btuh tIm Cooling Equipment Summary We JANTFROL Trade 7B HSPF Efficiency 120 EER Seroble coo 29050 Btuh 0 Btuh @ 47-F Latert coding 1Btuh 0 ° F Total 000Grg 41500 Btuh 1400 cfm Actual ooding fan 1400 cfm 0. 039 cfnllBtuh Cooling air flow factor 0.048 dmlBtuh Load sensible heat ratio 80 % Boldlitalle values have been manually overridden Printout certified by ACCA to meet all requirernents of Manual J 7th Ed. Wr 1ghtS00 t Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 C% CA E:\Fites\f\Fox S Jacobs 200212509\2509.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 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 20072 ft3 x 0.0167 = 234 cfm 2. Winter infiltration bad 1.1 x 234 cfm x 32 °F Writer TD = 8243 Btuh 3. Whiter infiltration HTM 8243 Btuh / 296 ft2 Total window = 27.8 BtuKV and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20072 ft3 x 0.0167 = 134 cfm 2 Summer infiltration bad 1.1 x 134 Cfm x 18 °F SurnmerTD = 2650 Btuh 3. Summer nfiltr-Aon HTM 2650 Btuh / 296 ft2 Total window = 9.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moist.diff. x 134 cfm = 3946 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing bad Sensible ventilation bad 1.1 x 75 cfm vent x 18 °F SurrrTuTD = 1485 Btuh Sensible load for structure (Line 19) + 29W Btuh Sum of ventilation and structure loads = 30871 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing bad - sensible = 30253 Btuh 2 Latent sizing bad Latent ventilation load 0.68 x 75 cfm vent x 43 gdlb moist.diff. = 2212 Btuh Internal bads = 230 BILrh x 6 people + 1380 Btuh Infiltration load finrn Procedure C + 3946 Btuh Equipment sizing bad - latent = 7538 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Prir W certified by ACCA to met all requirements of Manual J 7th Ed. Atz Wri9tjtSO Right -Suite ResidenlialTM 5.5.06 RSR26014 2002-Apr-03 16:42:13 AC0% E:\Files\f\Fox 8 Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 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 FAMILY 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 PDR NOOK/KITCHEN a n w a C n 0 d 1 1 90 1.0 1.0 11.0 3.2 54.4 10.0 0.0 b n W a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 LDY DIN/LIV/FOY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 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 M.BTH/WIC BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BDRM3 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BTH2 BDRM4/GAME RM a n e C C n 0 d 1 1 90 1.0 1.0 5.0 5.2 54.4 32.0 0.0 a n e C C n 0 d 1 1 90 1.0 1.0 3.0 5.2 54.4 16.0 0.0 wraghtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 E:\FilesV\Fox & Jacobs 2002\2509\2509.rsr Page 1 RIG)ITd WORKSHEET Enure ouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 rr MPNLWLJ. 71h Ed 1 Namedroom Er*eHouse FAMILY PDR NOCKKTCFEN 2 LenghdePosedwd 323.0 It 54.0 It 4.0 It 34.0 It 3 Roomdrrarm s 17.0 x 15.0 It 4.0 x 8.0 It 24.0 x 11.0 It 4 CeInjs CorxYOption 8.0 1 h.,Y000l d 8.0 flheaftol 8.0 ft heaVood 0 R iheallood TWE OF CST HTM Area Load Ph-h) Area Load W) Prey Load (Bbh) Area Load Ph) E IDPOSUNO. Htg CIg OF) Htg I Clg fe) Htg I Clg ft) Htg I Clg ff=) Hg I Clg 5 Goss a 14B 41 21 gW Erqosed b 13C 3 1. 328 1 wall and c 12C 2 1. 1288"" 0 partitions d 01 0. 0 e Of 0. f01 0. 0 6 VVInd3esard a 1C 37. 21 8067 32 1183 10 m glass doors b 8C 37. 1478 0 40 147i Heafrg c 9C 38. 0 0 d0. 0 e 0. 0 0 f 0. 0 7 ftii tisard North of 0 0"'0 C""Q 0 glass doors NEMW Of 0 0 0 C 0 Caring ENV 54Y 2x 12291 32 1741 50 SESW 0. 0 0 Soup 30. 973 0«.. 0 0 Horz Of 0 0 0 8 Oherdoors a 11A 18. 12 717 41A 18 221 0 01 b 11A 18 12 0 0 0 0 0 C 0. 0. 0 0 0 9 Net a 146 4. 21 872 3696 1651 240 1106 494 222 1023 457 b 13C 3. 1 310 977 363 142 447 165 101 0 via and c 12C 2 1 117E 3397 2286 0 0 partitions d 0. 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 I 0. 0. 0 0 0 0 10 Ceilings a 16G 1. 1. 1741 1838 2413 0 2rA b 0. 0. 0 0 0 0 100 C0. 0. 0 0 0 0 d 0. 0. 0 0 0 e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 11 Floors a 22A 25. 0. 162 4199 0 54 1400 1 34 881 Noh: room b 19G 1. 0. 399 463 0 0 0 0 0 Peic 0. 0. 0 0 0 0 is pl. d 0. o. 0 0 0 0 for slab a 0. 0. 0 0 0 A-) f 0. 0. 0 0 0 0 0 12 Infiltration a 27. 9. 296 am 269D 1392 448 50 1 13 Srbbhal bssS+8.+11+12 3301E 58% 54M Less expidheating Less baWff 14 Q loss 10° 3305 0/1 587 10%/ 10 % 542 15 Total loss =13+14 3(M 6456 59 16 bnL gahs: People @ 300 E"" 1800 4 1200 0"^ 0 1 1800 1 1 17 SubKARSHgd 7+8A+L12@+1626714 4278 5191 Less a dernalmoFg 0 Less banter 0 0 Cooing redistribfi 0 18 Dud gain 10' 2671 tff/ 428 1Q/ 10% 51 19 Total RSHgain (l7+18)'PLF 100 211ffi 1.00 4706 1.0041 1.00 S71 2D Air required (rim) 140D 1400 224 230 R bLA certifiedby ACCA b meet all felt mmaits of Manual J 7th Ed. wregi 7ts0R Right -Suite ResidentialTM 5.5.06 RSR26014 2002-Apr-03 16:42:13 r E:\Files\f\Fox 8 Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 rvwrvuw r. in to 1 Narnedmorn LDY DIMPFOY MSTR BR M.BTI NAAC 2 Le gthdaposeclM 6.0 ft 64.0 ft 40.0 ft 30.0 ft 3 Poorndrnaw s 16.0 x &0 ft 19.0 x 22.0 It 21.0 x 19.0 ft 13.0 x 16.0 ft 4 Cehigs Carrdt.Option 8.0 1 hea" 8.0 ft heelknd 8.0 ft heatlaool 0 ft i he@" TYPE CF CST HTM Arm Load W) Area Lead (Btrh) Area load (ffih) Yea load (Bhir) E)DE OSLFNO. Htg 109 Htg Clg OF) Htg Clg ftF) Htg I CIg ft) Htg I C19 5 Gross a 14B 4.f 21 m 0 Fpaeed b 13C 3 1 1 0 vats am c 12C ZE 1 0- 2x 240 partfions d 0. 0. 0 e Of 0. 0 f Of 0. 0 6 WrdNr and a 1C 37 64 11 0 glass doors b 8C 31 0 0 Healing c 9C 38. 0 e 0. 0 0 0 f0. 1 0 7 Widxsard North 0. 0 0 0 glass doors NENW 0. 0 0 0 0 Caofng ENV 54. 0 32 1741 32 1741 0 SEGN 0. 0 0 Soup 30. 0 973 0"` Hoe 0. 0 0 0 8 0owdoors a 11A 18. 12 0 378 255 0 0 b 11A 18. 12 0 0 0 c 0. 0. 0 0 9 Nd a 14B 4. 21 221 90 292 1 601 0 egxsed b 13C 3 1 0 136 159 0 4 0 0 ojels and c 12C 2. 11 0 0Cj 0 2m 829 240 6B1 467 parlilions d 0. of C 0 0 0 0 0 0 0 e Of 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 0 10 Ceilings a 16G 1. 1. 0 0 0 C 399 421 208 ZD b 0. 0. 0 0 0 0 0 0 0 c 0. 01 d 0 0 0 0 0 d 0. 0. q 0 0 0 0 e 0. 0. 0 0 0 f 0. 0. 0 0 0 0 11 Floors a 22A 25. 0. 956 0 64 1689 0 0 0 NaAe: room b 19G 1. 0. 0 0 399 0 c 0. 0. 0 0 0 0 0 rsdp d 0. 0. 0 0 0 0 0 for slaba 0. 0. 0 0 0 floors) f 0. 0. 0 0 0 12 Infiltration a 27. 9. 0 84 752 891 0 13 SrbbtalF8 t11+12 377 8515 317i 911 Less e ffnalhedrg 0 lesstrarder 0 14 Duct 10° 0% I IRX 10% 91 15 Total loss =13+14 414 41 1002 16 Int 9am People @ 300 C- 0 1 300 1 0 Appl ( 9 1200 1 600 0 0 0 17 SLW RSHgan=7+8_+12+16 699 4781 Less edEinelmofrrg 0 0 Less trr 0 Coofng radgiributan 0 18 Duct on VIX 70 aq 47B 10/1 34410% 19 TotEARSHgair-( 17+18)-PLF tA0 7 1.00 5259100 1A0 2J3 Air required (cfrn) 1 37 361 2ri1 1 1 391 R rft t ca fled by ACCA to meet al mWiTle mts of Manual J 7th Ed. 1ftwr g ht50ft Right -Suite Residential TM 5.5.06 RSR26014 2002-Apr-03 16:42:13 E:\Fileslf\ Fox & Jacobs 2002\2509\2509.rsr Page 2 RIGHT-J WORKSHEETflEnureHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (4071 831-2665 rwvvivu..r. in to 1 Narm ofm m BDF& 2 BORM 3 BTH2 BDR vK43A E RM 2 Ler9lhdeVaeedM 15.0 0 28.0 ft 6.0 ft 42.0 ft 3 Roarndrtasons 15.0 x 17D A 13.0 x 15.0 ft 16.0 x 6.0 ft 18.0 x 18.0 ft 4 CekW Car& Option 8.0 I>.W d 8.0 ft heaV000l 8.0 ft heefr000l 8.0 ft I %Nmd TYFEOF CST HTM Area Load (13bh) Area Load (Bt<h) Area load Pl h) A1ea load @Bbh) F)F06l1;E NO. Htg I Clg ft) Htg I Clg fl) Hig Clg m H1g Ckd W) Htg I CIg 5 Grass a 146 41 21 0 BposEd b 13C 3. 1 0 wAh and c 12C 2 1. 4"" 3% Partons d O. 0. 0 e O. 0. 0 f 0. 0. 0 6 WYxkksand a 1C 37. 1 591 16 591 48 177 glass doors b 8C 37 0 Healing c 9C 38. 0 0 e 0. 0 f 0. 0 7 V*dw and North 0. 0 0 glass doors NEMW O. 0 0 0 C 0 Cooing FEW 54. 1 870 16 870 48 2611 EGN 0. 0 0 0 0 Sash 30. 0 0 0 Horz O. 0 0 0 0 8 Otherdoors a 11A 18 12. 0 0 0 0 0 b 11A 18 12 0 0 0 0 0 c 0. 0. 0 0 0 0 0 9 Net a 14B 4. 21 0 0 0 0 aposed b 13C 3 1. 0 0 0 callsand c 12C 2 1. 103 30C 202 ZOB 593 404 48 1 2ffi 829 partfions d 0. 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 10 Ceilings a 163 1. 1. 255 260 353 195 206 270 9G 101 1 324 342 b 0. O. 0 0 0 0 0 0 Id0. 0. 0 0 r4 O 0 e 0. 0. 0 0 0 0 0 f O. 0. 0 0 0 0 11 Floors a 22A 25. 0. 0 0 C 0 00 0 0 Note: room b 19G 1. O. 0 0 0 0 pain c 0. 0. 0 0 0 is dispt. d 0. 0. 0 0 0 0 0 for slab a 0. 0. 0 0 0 0 Roofs) f 0. 0. 0 0 0 4 0 12 InRiabon a 27 9.0 if 446 143 16 446 143a 48 1337 430 13 SrbW loss &N6 +11+12 160G 18C Lessa &rnallm" 0"`" 0 Less transfer 0•••• 0 ten don 10 10'/ 10/ 10°/ 14 161 184 420 15 Total loss =13+14 1766 I 2M6 4711 16 Int.gains: People @ 300"" 0 0- 0 Appl @ 1200 0 0 0 17 Sbbt RSH gain=7+8..+12+16 1569 1688 ZE•••• Less exiandcooGg 0 Less badier 0 Cooing mdishlribon 0 18 Dud gain 10° 157 1(p/ 169 la/ z 10°/ 19 ToWRSHgain=(17+18)'PLF 1.00 1726 1o0 1857 1A0 1.00 20 Air MTAed (ch) 82 ffi 1 1 0 21 Pwtb LA oudied by ACCA b ideal A fequimments of Manual J 7th Ed. C wr ghtso%t Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 IC A E:\Files\f\Fox & Jacobs 2002\250912509.rsr Page 3 Job Truss Truss Type Uy Ply Cenlex-Orlando/2509 A&B2nd/jsk/8.5.3 53914355 FT1 FLOOH^ Job Reference o tional Universal Forest Producls,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:16 2003 Page 1 I Scale - 1:32. 3x6 TL20 FP- A a G D E F TI G H I J K L M N Oa P Q n 1s 1 511 Ell Ell S 1 11 Ell cli Ell AI Us TL20 FIR= 20.10-8 20-10.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Weft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a n/a BCDL 5.0 CodeFBC20011TP12002 (Matrix) Weight: 91lb LUMBER - - - -- BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) AJ=53/20-10-8, S=27/20-10-8, AI=146/20-10-8, AH=147/20.10-8, AG=145/20-10-8, AE=144/20.10-6, AD=147/20-10.8, AC=147/20-10-8, AB=147/20.10.8, AA=147/20.10.8, Z=147/20.10-8, Y=147/20-10-8, X=147/20-10-8, W=147/20-10.8, V=145/20-10.8, U=152/20.10-8, T=118/20-10-8 Max Horz AJ=3(load case 1) FORCES (lb) - First Load Case OnlyTOPCHORDAJ-AK=-48, AK-AL=-48, A-AL=-48, S-AM=-22, AM-AN=-22, R-AN=-22, A-B=-3, B-C=-3, C-D=-3, D-E=-3, E-F=-3, F-G=-3, G-H=-3, 1-1-1=-3, I-J=-3, J-K=3, K-L=-3, L-M=-3, M-N=-3, N-O=-3, O-P=-3, P-Q=-3, Q-R=-3 BOT CHORD AI-AJ=O, AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=3, AD-AE=3, AC-AD=3, AB-AC=3, AA-AB=3, Z-AA=3, Y-Z=3, X-Y=3, W-X=3, V-W=3, U-V=3, T-U=3, S-T=3 WEBS B-AI=-133, C-AH=-134, D-AG=-133, E-AE=-133, F-AD=-133, G-AC=-133, H-AB=-133, I-AA=-133, J-Z=-133, K-Y=-133, M-X=-133, N-W=-134, O-V=-132, P-U=-138, Q-T=-110 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide 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 andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard F 1 0 v 'a in 0 V) p 46 F :a Q r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO 5nop No: OJUI4s00 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT1 Job Truss i Truss Type i Qty Ply Centex-Orlando/2509 A&82ndljsW8-53 53914355 FT2 FLOOR ' T'- 9 1 Job Referencetional) Universal Forest Products,lne., Burlington, NC 27215; Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:20 2003 Page 1 1.3.0 01H8 —I 5x4 TL20 = 1.50 TL20= 1.50 TL20= 5x4 TL20= r 1-4-8 j 3x6 TL20 FP= 1.50 TL20 II 3x6 TL20= 0-1-8Hscale - 1 50 TL20= 1,5x3 TL20= 5x5 TL20= 5x4 TL20= 1.50 TL2011 300 MII161-1 FP= 3x6 TL20= 5x5 TL20= 1•6-0 4-0-0 , 6-6-0 _ , 9-0-0 10-7-8 ,11.10-8, 14-4-8 16-10-8 1 19-4.8 20.10-8 1 20-10-8 Plato Offsets (XYL_(A Edge q 1-8 , (K:0-1-8,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Verl(LL) 0.38 Q-R 642 360 M1118H 1951188 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) 0.60 Q-R 412 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.09 L n/a n/a BCDL 5.0 CodeFBC2001fTP12002 Matrix) Weight: 107lb LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.1 D WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) W=1131/0-8-0, L=1125/03-8 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD W-X=-1124, X-Y=-1124, A-Y=-1124, L-Z=-1119. K-Z=-1118, A-B=-1108, B-C=-2887, C-0=-4048, 0-E=-4048, E-F=-4769, F-G=-4769, G-H— 4679, H-6-4085, I-J=-2919, J-K=-1160 BOT CHORD V-W=O, U-V=2144, T-U=3597, S-T=4494, R-S=4769, O-R=4769, P-Q=4527, O-P=4527, N-0=3622, M-N=2189, L-M=58 WEBS K-M=1498, A-V=1505, J-M=-1431, B-V=-1442. J-N=1016, 6-U=1033, I-N=-977, C-U=-988, 1.0=644, C-T=627, H-O=-615, E-T= 620, H-0=211, E-S=374, G-Q=-123, F-S=-164, G-R=-81 NOTES (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 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 bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard C M Goqp 0 O 4 a x Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT2 Job Truss Truss Type Q(y Ply Centex- Orando/2509 A&B2ndljsk/8.5.3 53914355 TT3 FLOOR ARC •,} 1 1 Job Reference (optional) Universal Forest Producls,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:20 2003 Page 1 I Scale . 1:20. A 8 C 0 E F Q H 1 J K l 12-10-0 12.10-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well - Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a n/a BCDL 5.0 CodeFBC20011TP12002 Matrix) Weight: 57lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) V=53/12-10-0, L=24/12-10-0, U=146/12.10-0, T=147/12-10-0, S=147/12.10-0, R=147/12.10-0, Q=147/12-10-0, P=147/12-10-0, 0--145/12-10-0, N=152/12-10-0, M=116/12-10-0 FORCES (lb) - First Load Case OnlyTOPCHORDV-W=-48, W-X=-48, A-X=-48, L-Y=-19, Y-Z=-19, K-Z=-19, A-B=-3, B-C=-3, C-D=-3, D-E=-3, E-F=-3, F-G=-3, G-H=-3, H-I=3, IJ--3, J-K=-3 BOT CHORD U-V=3, T-U=3, S-T=3, R-S=3, Q-R=3, P-Q=3, O-P=3, N-0=3, M-N=3, L-M=3 WEBS B-U=-133, C-T=-134, D-S=-133, E-R=-133, F-Q=-133, G-P=•134, H-0=-132, 1-N=-138, J-M=-108 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andpermanentrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard fir) c : co o y Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT3 Job Truss Truss Type at Ply Centex-Orlando%2509 A&B2nd/jsk/8-5-3 53914355 174 FLOOR 1 1 z Job Reference (optional) Universal Forest Prod ucts,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:21 2003 Page 1 Scale - 1: LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft LJd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 G n/a rt/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight: 32Ito LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) L=59/6-11-0, G=70/6-11-0, K=139/6-11-0, J=150/6-11-0, 1=143/6-11-0, H=160/6-11-0 FORCES (lb) - First Load Case Only TOP CHORD L-M=51, M-N=-51, A-N=-51, G-0=-63, O-P=-63, F-P=-63, A-B=-8, B-C=-8, C-D=-8, D-E=-8, E-F=-8 SOT CHORD K-L=8, J-K=8, I-J=8, H-I=8, G-H=8 WEBS B-K=-129, C-J=-135, 0-I=130, E-H=-146 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the 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 ll 4MQo4 c0 a Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & 6 FLR Date Req:08/04/2003 Draw No:53914355FT4 Job Truss Truss Type Q- t TPly— Centex-Orlando/2509 A&B2nd/jeW8-573 53914355 FT5 FLOOR- Job Reference (optional) Universal Forest Products,lnc., Burlington, lJC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:21 2003 Page 1 p 1-8 1-3-0 0-11-0 0-1.8 I H------i---i H Scale - 1:32 5x4 TL20= 5x4 TL20= 1.50 TL20= 1.5x3 TL20 II 1.50 TL20= 1.5x3 TL20= 3x4 TL20= 3x6 TL20 FP = 1.50 TL2011 3x4 TL20= 1.50 TL20= A 9 C 0 E F G H I J K firYy S ' t _ Y U T S R O P O N M Sx5 TL20= 3x4 TL20= 3x10 M1118H FP= 5x5 TL20= 3x4 TL20= 1-6-0 4-0-0_ 6-6-0 9-0-0 _10 2-0 12.8-0 15-2-0 , 17-8-0 L 19-2 0 19-2-0 Plate Offsets (X,Y): K:, 1 BEdge] LOADING (psf) TCLL 40.0 SPACING 2-0-0 Plates Increase 1.00 CSI DEFL in (loc) Well Ud TC 0.34 Vert(LL) -0.27 Q-R >827 360 PLATES GRIP M1118H 195/188 TCOL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.43 Q-R >530 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.08 L n/a n/a BCOL 5.0 CodeFBC20011rP12002 Matrix) Weight: 99lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 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=1034/0-8-0, V=1034/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1027, W-X=-1027, A-X=-1027, L-Y=-1027, Y-Z---1027, K-Z=-1027, A-B=-1003, B-C=-2578, C-D=-3550, D-E=-3550, E-F=-3998, F-G=-3998, G-H=-399 H-1=-3550, 1-J=-2578, J-K=-1003 BOT CHORD U-V=O, T-U=1938, S-T=3192, R•S=3882, Q-R=3998, P-Q=3882, O-P=3192, N-0=3192, M-N=1938, L-M=0 WEBS K-M=1364, A-U=1364, J-M=-1300, B-U=-1300, J-N=890, B-T=890, I-N=-854, C-T=-854, I-P=498, C-S=498, H-P=-461, E-S=-461, H-0=158, E-R=158, F-R=-90, G-Q=-90 NOTES (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 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) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide 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 verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard L M J O ?A Z S G I. Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT5 IJob Truss Truss Type City Ply Centex-Orlando/2509 A&B2nd/jsk/8-5-3 53914355 FT6 FLOOR , M n.rt 3 1 Job Reference (optional) Universal Forest Producls,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Too Aug 05 12:52:22 2003 Page 1 1H 81 3-01 F-1-0-0 0-kaScale _ 1:33. 5x4 TL20= 5x4 TL20= 1.50 TL2011 1,50 TI20= 1.50 TL20= 3x4 TL20= 3x6 TL20 FP = 1.50 TL2011 3x4 TL20= 1.5x3 TL20= A 8 C 0 E F O H T I J K r- - W \ _ / \ _ \\ /. Y 13 u T s R O P O N M 5x5 TL20= 3x4 TL20= 300 MIt18H FP= 5x5 TL20= 1.50 TL2011 3x4 TL20= 9.1-8 1-6-0 _ 4-0-0 _ 6-6-0 _ 9-0-0 10.3-0 L 12-9-0 15-3.0 17-9-0 L--19.3.0 19-3-0 Plate Offsets (X,Y)_LEdge,0-1-8j,[K:0-1.8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.28 R >809 360 M1118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.44 R >518 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.08 L n/a n/a BCDL 5.0 CodeFBC20011TP12002 Matrix) Weight: 100lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 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=1042/0-8-0, V=1035/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1030, A-W=-1029, L-X=-1035, X-Y=-1035, K-Y=-1035, A-B=-1058, B-C=-2635, C-D=-3610, 0-E=-3610, E-F=-4059, F-G=-4059, G-H= 4059, 1-11-1=-3592, I-J=-2603, J-K=-1012 BOT CHORD U-V=53, T-U=1994, S-T=3250, R-S=3942, O-R=4059, P-0=3932, O-P=3225, N-0=3225, M-N=1955, L-M=0 WEBS K-M=1375, A-U=1366, J-M=-1312, S-U=-1302, J-N=902, B-T=891, I-N=-865, C-T=-856, I-P=509, C-S=500, H P=-473, E-S=-462, H-0=173, E-R=159, F-R=-92, G-0=-99 NOTES (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 sPm'-7 C) ip y O 0 1 v .0 CD CD Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & 8 FLR Date Req:08/04/2003 Draw No:53914355FT6 Job Truss Truss Type Q1y Ply Centex-Orlando/2509 A&B2nd/jsk/8-5-3 53914355 FT7 FLOG 4 1 Job Reference optional) Universal Forest Products,lnc., Burlington, NC 27215. Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:23 2003 Page 1 0 1 8 1-3-0 1-3-8 0 1}i-817-{--------I --------i Scale . 1:27. 5x4 TL20= 5x4 TL20= 1.5x3 TL20= 1.5x3 TL20= 1.5x3 TL2011 1.5x3 TL20= A 8 C 0 E F 0 H S P O N M L K J 5x4 TL20= 1.5x3 Tt2011 5x4 TL20= 1.5x3 TL2011 1-6 0 4.0-0 6-6-0 8-0.8 , 9-3.8 11-9-8 14-3-8 15.9-8 Plate Offsets (X,Y): A:Edge 0-1-8j, [H:0-1.8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deff Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.15 L-M >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.23 L-M >820 240 BCLL 0.0 Rep Stress Incr YES WS 0.40 Horz(TL) 0.04 1 n/a n/a BCDL 5.0 CodeFBC2001/TP12002 Matrix) Weight: 82lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) Q=845/0-3-8, 1=851/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD Q-R=-842, A-R=-841, 1-S=-846, S-T=-846, H-T=-846, A-B=-847, B-C=-2014, C-D=-2699, D-E=-2699, E-F=-2597, F-G=-2007, G-H=-806 BOT CHORD P-Q=43, O-P=1585, N-0=2435, M-N=2699, L-M=2699, K-L=2440, J-K=1551, W=O WEBS H-J=1095, A-P=1092, G-J=-1037, B-P=-1027, G-K=634, B-0=597, F-K=-603, C-O=-585, F-L=218, C-N=358, E-L=-138, D-N=-162, E-M=-71 NOTES (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard MO K.`97 0N tl5 0CD F' Customer No: 11045 Customer Name: GtN I tX I1UMt5 UHLANUU 5nop No: osy14s3a Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT7 Job Truss Truss Type Qly Ply Centex-Orlando/2509 A&B2nd/jsk/8-5-3 53914355 FG7 FLAB, G,.,a.4' i. c,.gq.p 1 1 Jab Reference (optional) _ Universal Forest Produets,inc , Burlington, NC 27215. Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 13:58:32 2003 Page 1 0 1-8 1-9-12 4-10-4 7-10.12 10-11-4 13.11-12 15-8-0 15 g-8 0-1-8 1.8.4 3-0-8 3-0-8 3-0-8 3-0-8 1-8-4 0.1-8 Scale . 1:27. 2x5 TL2011 500 TL20= 3x4 TL20= 3x4 TL20= 3x4 TL20= 500 TL20= 2x5 TL2011 A B C 0 E F a 81 L K J 5x5 TL20= 500 TL20= 5x4 TL20= 5x4 TL20= 5x10 TL20= 5x5 TL20= 3.4-0 6.4.8 9-5-0_ 12-5-8 15-9-8 i 3-4-0 3-0-8 3-0.8 3-0-8 3.4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(ILL) -0.35 J-K >525 240 TL20 245/193 TCOL 10.0 Lumber Increase 1.00 8C 0.95 Vert(TL) -0.55 J-K >335 180 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.07 H n/a n/a BCDL 5.0 Code IBC2000ITP12002 Matrix) Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 1-4-1 oc purlins, except SOT CHORD 2 X 6 SYP SS and verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) M=2015/0-3-8, H=2015/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-M=-161, A-8=-338, 8-C=-4999, C-0=-7403, 0-E=-7403, E-F=-4999, F-G=-338, G-H=-161 BOT CHORD L-M=2903, K-L=6453, J-K=7628, 1-J=6453, H-1=2903 WEBS B-M=-2959, 8-L=2477, C-L=-1718, C-K=1124, D-K=-266, D-J=-266, E-J=1124, E-1=-1718, F-1=2477, F-H=-2959 NOTES (4) 1) Provide adequate drainage to prevent water ponding. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Truss shall be fabricated per ANSIlf PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: H-M=-160.0, A-G=-100.0 M O C p 1L co u o a1` r Z 4 tt, f t Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FG7 Job Truss Truss Type Oly Ply Cenlex-Orlando/2509 ASB2nd/jsk/8-5-3 53914355 FTB FLOOR` 1 Job Reference o lion I Universal Forrist Products,Inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:24 2003 Page 1 p 1.3-0 pIh 8 ----I 1j- _ 4 - t--1 O . 1:35.1 6x4 TL20= 1.50 TL20- 1.50 TL2011 1.50 TL20= 3x6 TL20 FP= 3x4 TL20= 5x6 TL20= 1.5x3 TL2011 3x6 TL20= A a C D E F O H I J K L CT AA v Y x W V U T S R CO)O N M 2x3 TL20 II 5x4 TL20= 1.5x3 TL2011 3x6 TL20 FP= 3x4 TL20= 1.5x3 TL2011 3x4 TL20= 5x5 TL20= i T-10-8 I 1 r - - 168-12 , 1-6-0 4.0-0 6-6-0 __7-9-0 , 9-1-4 , 10-4-4 12-10-4 15-4-4 16-8-12 , 18J4 19-2-8, 20-8-8 20-8-8 Plate Offsets X Yj_(A:Edge,O-1-81[0:0-1 fi Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.14 V >999 360 TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.22 V-W >888 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.04 P n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight: 111lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 6-0-0 oc bracing: P-Q,O-P,N-O. REACTIONS (lb/size) Z=824/0-8-0, M=-157/Mechanical, P=1577/0-3-8 Max UpliftM=-309(load case 2) Max Grav Z=827(load case 7). M=109(load case 3), P=1577(load case 1) FORCES (lb) - First Load Case Only TOP CHORD Z-AA=-818, AA-AB=-818, A-AB=-818, L-M=229, A-B=-776, B-C=-1920, C-D=-2452, 0-E=-2452, E-F=-2531, F-G=-2193, G-H=-1314, H-1=158, I-J=418, J-K=418, K-L=418 BOT CHORD Y-Z=O, X-Y=1493, W-X=2324, V-W=2531, U-V=2531, T-U=2531, S-T=1881, R-S=717, Q-R=717, P-Q=-1156, O-P=-1156, N-0=-418, M-N=0 WEBS I-P=-1649, A-Y=1054, 1-Q=1329, 8-Y=-997, H-Q=-1218, B-X=594, H-S=830, C-X=-562, G-S=-789, C-W=178, G-T=434, E-W=-107, F-T=-459, E-V=-68, F-U=88, L-N=-546, 1-0=965, J-O=-339, K-N=105 NOTES (7-8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 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 309 Ito uplift at joint M. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 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 andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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. 8) Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS46 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard C3C? N s_ CO ,. o : s c k41 F.._.. 1 Ill ir"i // i• =;!iiiii 111- i11 / LII Itlll Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT8 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT8 Job Truss Truss Type my Ply Centex-Orlandol2509 A''&82nd/jsW6-5 3r 53914355 f-T9 FLOOR-,, rs^. is, 1 1 Refence optional) re Universal Forest Products,inc., Burlington, NC 27215. Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:25 2003 Page 1 Scale 1:33, 3x6 TL20 FP = 3x3 TL2011 A 8 C 0 E F G H I J K L M N a P a R TI Tv tl 1 1 Ell1 1 1 Ell S 1 1 Ell si1 1 1 Ell 11 A RV 3x6 TL20 FP- 30 TL20 It I------------- ---- -- 20-6-8 - 20-6-8 _ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 Matrix) Weight: 91lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) AJ=53/20-6-8, S=6/20-6-8, AI=146/20-6-8, AH=148/20-6-8, AG=144/20-6-8, AE=145/20-6-8, AD=147/20-6-8, AC=147/20-6-8, AB=147/20-6-8, AA=147/20-6-8, Z=147/20-6-8, Y=147/20-6-8, X=147/20-6-8, W=147/20-6-8, V=145/20.6.8, U=153/20-6-8, T=108/20-6-8 Max Horz AJ=4(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK=-48, AK-AL=-48, A-AL=-48, R-S=-1, A-B=-4, B-C=-4, C-D=-4, D-E=-4, E-F=-4, F-G=-4, G-H=-4, H-I=-4, IJ=-4, J-K=-4, K-L=-4, L-M=-4, M-N=-4, N-O=-4, O-P=-4, P-Q=-4, Q-R=-4 BOT CHORD AI-AJ=O, AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=4, AD-AE=4, AC-AD=4, AB-AC=4, AA-AB=4, Z-AA=4, Y-Z=4, 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-AE=-133, F-AD=-133, G-AC=-133, H-AB=-133, I-AA=-133, J-Z=-133, K-Y=-133, M-X=-133, N-W=-134, O-V=-132, P-U=-138, 0-T=-103 NOTES (8.9) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3.16d nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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. 9) THA422: Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard a aO O q6 la Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT9 Job Llwsos Truss Type Qty I Ply Centex-Urlanaoizaus Aatyznagswa-o-a 53914355 FLOOR;;* T ' Job Reference (oplionap Universal Forest Produ6ts,lnc.,'Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:17 2003 Page 1 1-8 1 3-0 1-0 04 0.1H-8Scale 5x4 TL20= 1.5x3 TL20= 3x4 TL20= 5x4 TL20= 1.5x3 TL20= 3x4 TL20= 1.5x3 TL2011 3x6 TL20 FP= 1.5x3 TL20= A 8 C 0 E F G H I T9 J w i \ / Tr — EFT S R O P O N M L 5x5 TL20= 3x4 TL20= 3x6 TL20 FP = 1.50 TL2011 30 TL20= 5x5 TL20= 10 1 6-0 4-0-0 6-6-0 18-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.22 O >968 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.82 Vert(TL) -0.35 N-0 >613 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.07 K n/a n/a BCDL 5.0 CodeFBC200IfTP12002 (Matrix) Weight: 94lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (lb/size) U=973/0-8-0, K=967/0-3-8 FORCES (lb) - First Load Case OnlyTOPCHORDU-V=-967, V-W=-967, A-W=-967, K-X=-962, J-X=-960, A-B=-937, B-C=-2388, C-D=-3232, D-E=-3531, E-F=-3531, F-G=-3251, G-H=-2415, H-1=-2415, J=-980 BOT CHORD T-U=-O, S-T=1810, R-S=2937, O-R=2937, P-Q=3531, O-P=3531, N-0=3511. M-N=2959, L-M=1845, K-L=50 WEBS J-L=1265, A-T=1274, I-L=-1203, 13-T=-1214. I-M=792, B-S=803, G-M=-758, C-S=-764, G-N=405, C-O=411, F-N=-361, D-Q---406, F-0=26, 0-P=31, E-0=-18 NOTES (5) 1) Unbalanced floor live loads have been considered (or this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequired (or the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard y I, o k m'J M co CD *b C.D Q d Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT10 Job Truss Truss Type Qly Ply Centex-Orlando/2509 A&B2nd/jsk/e-5-3 53914355 Ff11 FLOOR it 1 job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215 Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:17 2003 Page 1 0-1-8 4-111-8 1-3-0 1 0_. 9_8 ,0-9-10,0-9-10, rr—n Scale - 1:29. 5x4 TL20= 1.50 TL20= 1.5x3 TL20= 1.5x3 TL20= 3x6 TL20 FIR = 1.5x3 TL2011 W TL20= 1.5x3 TL20= Ij A 8 C 0 E F l3 H I J 41 x All 1 z w Y U T S R Q P O N L K 20 TL2011 5x4 TL20= 1.5x3 TL2011 3x6 TL20 FP = 5x4 TL20= 1.50 TL2011 77=10_6 1-6-0 1—_4-0-0 6-6-0 , 7-9-0 8-9-8 11-3.8 13-9-a 15-2.0 16-1-2 , 17-1-12 , 17.1.12 Plate Offsets (X Y)_ A_Edge LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.12 R-S >999 360 TL20 245/193 TCOL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.19 R-S >944 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.04 M n/a We BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight: 93lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6.0.0 oc bracing: M-N,L-M. REACTIONS (lb/size) V=812/0-8-0, M=1033/0-3-8 Max GravV=821(load case 2), M=1033(load case 1) FORCES (lb) - First Load Case Only TOP CHORD V-W=-807, W-X=-807, A-X=-807, K-Y=7, Y-Z=7, J-Z=7, A-B=-763, B-C=-1883, C-D=-2393, 0-E=-2393, E-F=-2457, F-G=-2457, G-H=-1817, H-I=-695, I-J=49 BOT CHORD U-V=-O, T-U=1468, S-T=2275, R-S=2457, Q-R=2457, P-Q=2227, O-P=1395, N-0=1395, M-N=-90, L-M=-97, K-L=0 WEBS I-M=-1004, A-U=1037, I-N=1047, B-U=-981, H-N=-974, B-T=577, H-P=588, C-T=-545, G-P=-570, C-S=164, G-0=313, E-S=-87, E-R=-90, F-O--117, I-L=79, J-L=-84 NOTES (7) 1) Unbalanced floor live loads have been considered for this design. 2) This truss is not designed to be used as a floor truss. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Carat Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard h M J Cc mCVyju*jji0O O' Ito t L'. f customer NO: 11 U45 (.iUSLOCTIer IVa1T1G: trtly 1 t1l r'1VIVIC5 VRLHIVUV JIWjfJ INu: aJa f -rJUJ Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT11 NO: 11 U45 (.iUSLOCTIer IVa1T1G: trtly 1 t1l r'1VIVIC5 VRLHIVUV JIWjfJ INu: aJa f -rJUJ Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT11 Job Truss Truss Type Oly Ply 1 Centex-Orlando/2509 A&02nd/jsk/6-5-3 53914355 FT12 FLOOR 1+ 1 c., Job Reference (optional) Universal Forest Product--_ . Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:18 2003 Page 1 Scale - 1:27. 3x6 TL20 FP= A a C O E F O H I J K L M N O AE 1 1 11 1 1 - 1 1 --- 1 1 -- 1 Ell E I1. B 3x3 TL20= 3x6 TL20 FP - r 1-6-0 4-0-0 6-6-0 , , 7-9.0 8-9.8 11-3.8 13-9-8 15-2.0 ,1 6-1-2 , 17-1-12 , 17.1.12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Lld PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 P n/a n/a BCOL 5.0 CodeFBC2001/TPI2002 Matrix) Weight: 75lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) P=46/17.1-12, AD=53/17-1.12, AC=147/17-1.12, AB=147/17-1-12, AA=147/17-1-12, Z=147/17-1-12, Y=144/17-1-12, W=146/17-1-12, V=147/17-1-12 U=147/17-1.12, T=147/17-1-12, S=146/17.1-12, R=151/17-1-12, 0=129/17-1-12 Max Horz AD=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AD-AE=-48, A-AE=-48, P-AF=-40, AF-AG=-40, O-AG=-40, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F-G=-6, G-H=-6, H-I=-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6, N-O=-6 BOT CHORD AC-AD=O, AB-AC=O, AA-AB=O, Z-AA=O, Y-Z=O, X-Y=O, W-X=6, V-W=6, U-V=6, T-U=6, S-T=6, R-S=6, O-R=6, P-0=6 WEBS B-AC=-133, C-AB=-134, D-AA=-133, E-Z=-133, F-Y=-133, H-W=-133, I-V=-133, J-U=-133, K-T=-134, L-S=-133, M-R=-137, N-Q--120 NOTES (8) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1.4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 3 C] a Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT12 Job Truss Truss Type Oty Ply Centex-Orlando/2509 A&B2nd/jsk/8-5-3 53914355 FT6A FLOOR Job Reference o lional Universal Forest Products, Inc., Burlington, NC 27215, JeffKerr5.100 s May 30 2003 MITek Industries, Inc. Tue Aug 05 12:52:22 2003 Page 1 A B 3x3 TL20= C P- 1-a - - 1-7-8 T1 Scale 1J. f - F i Wt W1 i ff 4 aBL1 81-1 i j. B1 E .\ 3- 6-0 1-1 axeTL2a-- - sxe fiLY 3- 9-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) n/a n/a 999 TL20 245/193 TCOL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.03 D-E >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 D n/a n/a BCOL 5.0 CodeFBC2001/TP12002 Matrix) Weight: 23lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS ( lb/size) E=186/0-3-8, 0=186/0-3-8 FORCES ( lb) - First Load Case Only TOP CHORD E-F=-64, A-F=-64, D-G_-64, C-G=-64, A-B=-3, B-C=-3 BOT CHORD D-E=155 WEBS B-E=-184, B-D=-184 NOTES ( 4) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirementsofthespecificbuildingandgoverningcodesandordinances. 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 s r b AR MTg L Q00 Clyk Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/ Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT6A Job Truss Truss Type Qty ply Centex-Orlando-A/jsk/3- 11 ---` g_ a n 1 l,''1f"flf c RrsMjn53906902H1HIP 1 1 Job Reference (optional) Universal Forest Pruducts,lnc., Burlington, MCC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:56 2003 Page 1 1-0-p 4-6-5 7-0.0 12 1-1 17-0 6 21.11-10 26-10-15 32-0-0 36-0-0 11-0 4-6-5 2-5-11 5-1.1 4-11.5 4.11-5 4-11-5 5-1-1 4-0-0 Scale - 1:61. 700 = 5.00 F12 30 = 5x6 = 3K6 = US = 5x10 = 2x3 0 E F O H- I L-% 2 W1 2 w 1 5x6= w W JL1W3 B i / W4 c o V_ j— C7 5x10 = S R O P O N M L K 5x6 = 500 MII18H= 5x6 = - 5x6 = 5x6= 50 = 3x4 ix6 = 500 M1116H = 1 7-1.12 1 12.1.1 17-0-6 21.11-10 26-10-15 31-10-4 36-0-0 7-1-12 4-11-5 4.11-5 4-11.5 4-11-5 4.11-5 4.1.12 Plate Offsets X YL[B 0-2-7,Edge),D:0.7-0,0.2-4Ji F[ .0-4-0,0-3-0 l0-7-12 0-2-8 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 CSI TC 0.96 DEFL in (loc) I/deft Vert(LL) 0.88 O-P >486 PLATES GRIP TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -1.25 O-P >343BCLL0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.19 K n/aBCDL10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell - 240 Weight: 214lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 "Except' TOP CHORD Sheathed, except end verticals. T2 2 X 4 SYP SS, T3 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 4-3.8 oc bracing. BOT CHORD 2 X 6 SYP No.1 'Except` 1122X6SYPSS WEBS 2 X 4 SYP No.3 `Except' W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2 W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2 W2 2 X 4 SYP No.2, W4 2 X 4 SYP No.2 REACTIONS (lb/size) B-3062/0-3-10 (input: 0-3-8), K-3075/0-3-8 Max Horz Ba100(load case 4) Max UpliftB--1068(load case 3), K--1 166(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=26, B-C--7013, C-D=-6879, D-E--8894, E-F--9852, F-G--9846, G-H--9407, H-1 -7470, I-J=-4352, J-K--2947BOTCHORDB-S-6407, R-S=6371, Q-R-6371, P-Q-8893, O-P-9407, N-0-7469, M-N-7469, L-M-3929, K-L-219WEBSD-S-332, 1-L--1018, C-S--62, D-Q-2897, E-Q--1216, E-P-1110, F-P--633, G-P-507, G-O--900, H-0-2243, H-M--1799, 1-M-4066, J-L-3945 NOTES (10.11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are T120 plates unless otherwise indicated. 5) WARNING: Required bearing size at joint(s) B greater than input bearing size. 5) Bearing at joint(s) K considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designershouldverifycapacityofbearingsurface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1068 lb uplift at joint Band1166lbupliftatjointK. 3) Girder carries hip end with 7-0-0 end setback 3) Special hanger(s) or connection(s) required to support concentrated load(s) 220.01b down and 177.61b up at 32-0.0, and 385.O1b down and 310.81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. ;t 10) 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 Cindicatedonthissheetistoreducebucklingofindividualmembersdoesonlyandnotreplaceerectionand permanent bracing required for the overall building design. Building Designer shall verify all design information on ;kthissheetforconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandJivw r- IV" t!1ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as ` it may relate to a specific building. Any CDreferencestojobnamesandlocationsareforadministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. \1 11) Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. FollowSimpsoninstructionsforinstallation, OAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-D--60.0, D-1=-130.6, I-Ja-60.0, B-K--43.5 Concentrated Loads (lb) Vert: D--385.0 1--220.0 n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3--31-3 53906902 H2 HIP 1 1 Job Reference o tional) _- Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:56 2003 Page 1 0-_ 5 8_14 _9 0 U_ 16-0-9 22-11-7 _ 30-0-0 36-0-0 1-0-0 5-8-14 3-3-2 7.0-9 6-10-13 7-0-9 1 6-0-0 Scale 1:62.1 5K7 = 5x6 = 20 II 5x7 5,00 12 0 E F 0 W1 wt W1 5z5 H v w---- h- - f^ 3x7 = 0 N M L K J I 3x6 = 3x6 = 3x6 = 3x6 = 5x6 = - 2x5 II 3x0 = 16-0 9— 22-11-7 29-10.4 36-0-0 9.1-12 6-10-13 6.10-13 6-10-13 6-1-12 Plate Offsets (X,Y). L 0. 5 4 0 2 8, jE:0-4-0,0 3-0 G:0-5.4 0-2-8— LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIPTCLL20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.61 BC 0.75 Vert(LL) 0.29 L-M >999 Vert(TL) -0.49 L-M >871 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.11 1 n/aBCDL10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 181 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1498/0-3-8, 1-1427/0-3-8 Max Horz B-115(load case 4) Max UpliftB--423(load case 2), I--395(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-Cs-3061, C-Do-2820, D-Es-3380, E-F--3173, F-G--317.3, G-H--2151, 1-1-6-1361BOTCHORDB-0=2764, N-0-2587, M-N-2587, L-M-3391, K-L-1916, J-K-1916, IJ-180WEBSD-0-309, G-J--271, E-M--304, F-L••-409, C-0--227, D-M-900, E-L--251, G-L-1427, H-J-1789 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft;-rCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 423 lb uplift at joint B and 395 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. 6) H28R: Right end may be attached to 2x8 So.'Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard r` ta.s a as r z c Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H2 Jou uss Truss Type 53906902 M'3 R(Qk1* LISS Inc., Burlington, Os M Job Re 23 0 -F-- 6_5-3 11-U-01 25-0-0 29-6.13 36-0.0 1-0-0 6-5-3 4-6-13 14.0-0 4-6-13 6-5-3 Scale - 1 3x7 = 5x6 = W II 5x6 = 3x6 = 3x8 = 3x6 = 3x6 = 3x6 = 30 = f --3 4 — I— 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 a-e-z 9-3-1 a Plate Offsets (X Y): (D:0-3-010-2-41 F:0-3-0 0-2-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIPTCLL20.0 TCDL 10.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.22 K 999 TL20 245/193LumberIncrease1.25 BC 0.80 Vert(TL) -0.43 K-M 999BCLL0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.13 H n/aBCDL10.0 Code FBC2001 Matrix) ist LC LL Min Well = 240 Weight: 167 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) H-1427/Mechanical, Bm1498/0-3-8 Max Horz B-131(load case 4) Max UpliftH--328(load case 3), 8--382(load case 2) BRACING TOP CHORD Sheathed or 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 7.9-2 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-Cm-3046, C-D--2762, F-Ga-2789, G-Hm-3057, D-E--2829, E-F--2829BOTCHORDB-M-2749, L-Ma2371, K-L-2371, J-K-2374, I-J-2374, H-1-2761WEBSC-Ms-309, D.M-432, F-1-440, G-1 -315, E-K=-443, D-K-549, F-K-544 ty O NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water panding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift al.joinl H and 382 lb uplift at joint B. 5) Truss shall be fabricated per ANSIIfPI 1-95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. 6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard O 0h Z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H3 Job Truss Truss Type Oty Ply Centex-Orlando/2509-A/jsk/3 31-3 53906902 H4 oi fRUSS of 1 1 Job Reference optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:58 2003 Page 1 13 0:0 , 23-0-0 , 29-6 13 36-0 0 1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 Scale - 1:61. 5x6 = 2x3 II. 5x6 D E F T2 5.00 12 /- i i 2x3 W 2 W 3 4T-1 n W4 W H A / C% d 3x7 = M L K J I 30 = 3x6 -- 3x6 = 3x6 = 3x6 = 3x6 = 9 9.14 i 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3.14 Plate Offsets X YL [0:0-3-0 0 2-4 (F:0-3-0,0-2-41 LOADING (psi) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.18 K >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.39 K-M >999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 171 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-1 -1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) H-1427/Mechanical, B-1498/0-3-8 Max Horz B-I49(load case 4) Max UpliftH--319(load case 5), B--389(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3071, C-D--2769, F-G--2776, G-H--3081, D-E--2365, E-F--2365BOTCHORDB-M-2777, L-M-2174, K-L-2174, J-K-2176, I-J-2176, H-1-2788 WEBS C-M--394, D-M-552, F-1-560, G-1--400, E-K--252, D-K-284, F-K-280 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint H and 389 lb uplift at joint 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 onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanent, bracingrequiredfortheoverallbuildingdesign. 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 trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoa specific building. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. 6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq, Follow Simpson instructions for installation. LOAD CASE(S) Standard 4:r CO to g Z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H4 Job ' Truss Truss Type Qty Ply Centex-0rlando/2509-AfJsk/3r31-3 53906902 H5 ROQ T 1 1 Job Reference o tional) Universal Forest PXoducls,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:58 2003 Page 1 11 g 6.5 3 _I 11-10-14 15-0-0 21-0-0 24-1.2 1 29.6-13 36-0-0 1-0-0 6-5-3 5-5-10 3.1-2 6-0-0 3.1-2 5-5-10 6-5-3 Scale - 1:61.fl 5.00 V2 5x6 = 54 - 5xa E F r3 5x8 4- 0 i G i/ 2x3 ,- !/ 1 20 4e ij W W2 W2 3 F1 „ w 1A9IRA_ o Ci b 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 5x10= 30 = 3x6 = 18-0 0 26-8-2 36-0-0 9-3.14 8-8-2 8-8-2 9-3-14 Plate Offsets X( ,Y): D:0-4-0,0-3-0]L E:0-3-0,0-2-4], F:0-3-0.0-2-4], [G:0.4-0,0-3_01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIPTCLL20.0 TCDL 10.0 Plates Increase 1.25 Lumber TC 0.43 Vert(LL) -0.17 L >999 TL20 245/193 Increase 1.25 BC 0.78 Vert(TL) -0,38 W >999BCLL0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.13 1 n/aBCDL10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell - 240 Weight: 183 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1498/0-3-8, 1=1427/Mechanical Max Horz B-168(load case 4) Max UpliftB=-413(load case 4), 1--343(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3063, C-D--2770, D-E--1983, F-G--1983, G-H--2778, H-I=-3073, E-F--2021BOTCHORDB-N-2768, M-N-2265, L-M=2265, K-L-2268, J-K-2268, I-J-2779 WEBS C-N--371, D-N-496, G-J=504, H-J--377, E-L-505, F-L-504, G-L--596, D-L--593 NOTES (5.6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 343 lb uplift at joint 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 onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 aspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. 6) H28R: Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard c, . i,; 00 CD Q S Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H5 ob Truss Truss Type Qty PIy Centex Orlando/2509 A/jsk/3 31 31 , 153906902 I1-16 ts,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 22003 MiTek Industries, Inc Wed Apr 23 08:30:59 2003 6-5-3 11-10-14 17-0-0 19-0-0_ 24-1.2 29-6_13 I 36-0-0 i1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5.1 0 6-5-3 Scale - 1 5.00 12 5x6 = 5x6 E F. 30 - N M L K i 3x7 3x6 = 3x8 = 502 = 3x8 = 3x6.-- 9-3-14 18-0-0 _ 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9.3-14 Plate Offsets X,Y): nO-4.0,0 3 Ole E:0.3 LOADING (psf) SPACING 2.0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP N0.2 GOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No-3 0-3-0,0-2.4),[G;0-4-0 0 3 0) CSI DEFL in loc) I/defl PLATES GRIPTC0.44 Vert(LL) 0,17 L >999 TL20 245/193BC0.78 Vert(TL) -0.38 I-J >999 WB 0.75 Horz(TL) 0.13 1 n/a Matrix) 1 st LC LL Min I/defl - 240 , Weight: 183 lb BRACING TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. REACTIONS (lb/size) B=1498/0-3-8, 1=1427/Mechanical Max Horz Bm186(load case 4) Max UpliflB--435(load case 4), Ie-364(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORDA-Ba22, B-C--3057, C-D--2773, D-L=e-1947, F-Ga-1947, G-H=-2780, H-I--3067, E-FQ-1812GOTCHORDB-Ne2762, M-N=2278, L-M=2278, K-L=2281, J-K-2281, I-J=2773WEBSC-N--353, D-N=484, G-Js491, H-Ja-359, E-Ln524, F-L-523, G-L=-696, D-L=-693 lg NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL-6.Opsf; BCDLm6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOLa1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint B and 364 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. 6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard e Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H6 Job Truss Truss Type i, Oty Ply Centex-Orlando/2509-A/jsk/3-31-3 53906902 T7 ROOF TRUSS 1 1 Job Reference (optional) Universal ForesC Prbducts,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:59 2003 -Pig—el- 6-5-3 11-10-14 18-0-0 —1 24-1-2 29-6.13 , 36-0-0 1.0-0 6-5-3 5-5.10 6.1-2 6-1-2 5-5-10 6-5-3 Scale - 1:60. 5.00 12 5x6 - E f ' 5x8 C2 5x8 C D F 2x3 J - ; / 2x3 C w w2 w2 3 (3 4 yy ly0 3x7 = M L K J I 30 = 3x6 - 3x8 = 3x8 = 3x8 = 3x6 = f — 9-3-14 18.0-0 26-8.2 36-0-0 9-3.14 8.8-2 8.8-2 9-3-14 Plate Offsets LY,Y): jD 0-4.0,0-3-0 F:0-4.0 0-3-0 DEFL in (loc) I/defl Vert(LL) 0.18 K PLATES GRIP TI20 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.44 TCDL 10.0 Lumber Increase 1.25 BC 0.79 999 Vert(TL) -0.39 H-1 >999 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.13 H n/aBCDL10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell - 240 Weight: 174 lb LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8-1498/0-3.8, H-1427/Mechanical Max Harz B-195(load case 4) Max UpliftB--444(load case 4), H--374(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3056, C-D--2773, D-E--1944, E-F--1944, F-G--2781, G-H--3066BOTCHORDB-M-2760, L-M-2281, K-L-2281, J-K-2284, I-J-2284, H-1-2772WEBSC-M--349, D-M-481, D-K--704, E-K-1052, F-K--708, F-1-489, G-1--355 NOTES (4-5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip IDOL-1.33. 3) Provide mechanical connection (by others) of truss to bearing capableplate of withstanding 444 lb uplift at joint B and 374 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilitforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. 5) H28R: Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions forinstallation. OAD CASE(S) Standard r rS co E` C7 C. Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T7 Job Truss Truys,-;ryp— Qty Ply Centex-Orlando/2509•A/jsk/3131-3 53906902 T8 ROOF TRUSS 1 1 Job Reference o tionalUniversalForestPfoducts,lnc., Burlington, NCC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:00 2003 Page 1 10 6.5-3 i 11.10.14 18-0.0 , 24-1-2 , 29.6-13 1 36-00 ar7 op 1-0-0 6-5-3 5-5-10 6.1-2 6-1-2 5.5-10 6-5-3 1-0-0 Scale - 1:60. 5z6 5.00 12 E 5x8 ' 'r 5x8 D % F IV 2x3 Q 2x3 f C f W W2 W2, 3 G 4 w id1A _fJ as -- H I 7 3x7 c N M L K J 30 = 3x6- 3x8 - 3x8 - 3x8 - 3x6 9-3_14 I 18-0-0 26-8-2 36-0-0 9-3-14 6-8-2 B-6-2 9-3-14 Plate Offsets X YLL;O4-0,0.3-01L F:0 CSI DEFL in (loc) I/dell PLATES GRIPLOADING (ps1) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.18 L >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 L-N >999BCLL0.0 Rep Stress Incr YES WB 0,80 Horz(TL) 0.13 H n/aBCDL10.0 I Code FBC2001 Matrix) 1st LC LL Min I/dell m 240 Weight: 176 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6.11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B@1497/0.3-8, H-1497/0-3-8 Max Horz B--187(load case 5) Max UpliftB--444(load case 4), H--444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3053, C-D®-2770, D-E --1941, E-F--1941, F-G--2770, G-H--3053, H-1-22BOTCHORDB-N-2758, M-N=2278, L-M 2278, K-L=2278, J-Ke2278, H-J=2758 WEBS C-N--349, D-N-481, D-L--704, E-L••1050, F-L--704, F-J-481, G-J--349 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25f1; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOLa1.60 plate grip DOL-1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 8 and 444 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrative: purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard M S;tv. fV O Ca x Customer No: 11045 Customer Name: CENTER HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T8 Job 12H, 53906909 russ Truss Type Qry Ply Centex -Orlando /2509-A/jsk--31-3 ROOTRUSS--- Ut1lVersal F.nrPalFinriurtc Inr Ri rlln l NC 27 '15 Job Reference o tonal) g on, 2 ,Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Wed Apr 23 08:31:00 2003 Page 1 1- 0-Q 6-5-3 11-1 U-14 17-0.0 1 19-0-0_ 24-1-2 29-6.13 36.0.0 7.0_1 JI1 — ---- I --I --- 1- 0-0 6-5-3 5-5-10 5-1.2 2-0-0 5.1-2 5-5-10 6-5-3 1-0-0 Scale - 1:61. 5. o0 12 5x6 = 5x6 = 34 = 3x6 = 5xl2 = 3x6 = 3x6 9- 3-14 8-8-2 Plate Offsets X,Y): [D:0 4 0,0 3.01,[E;0-3-0,0-2-41'_[F0-3-0 0-2-4j1 [-4-0,0-3-01 8- 8-2 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Well TCLL20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.17 M 999 TCDL10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) 0.38 M-O 999 BCLL0.0 Rep Stress Incr YES WO 0.74 Horz(TL) 0.13 1 n/a BCDL10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 LUMBER TOPCHORD BOT CHORD WEBS REACTIONS 2 X 4 SYP No.2 2 X 4 SYP No.2 2 X 4 SYP No.3 lb/ size) Bm1497/0-3-8, 1-1497/0-3.8 Max Horz B--178(load case 5) Max UpliflB--434(load case 4), Ie-434(load case 5) lq 0 3x7 = 36- 0-0 9- 3-14 PLATES TL20 Weight; 185lb GRIP 245/ 193 BRACING TOP CHORD Sheathed or 3-3-6 oc purlins. BOTCHORDRigidceilingdirectlyappliedor7-1-9 oc bracing. I FORCES (lb) - First Load Case Only TOP CHORD A-8s22, B-C--3054, C-D--2770, D-E--1944, F-G--1944, G-H--2770, H-1--3054, 1-Ja22, E-F--1809 BOTCHORDB-0-2759, N-0@2275, M-Nm2275, L-M=2275, K-L-2275, I-K-2759 WEBS C-0e-353, D-0-484, G-K=484, H-K--353, E-Me523, F-M-523, G-M=-693, D-M--693 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; rCDL-6.Opsf; BCDLm6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint B and 434 lb uplift at joint 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. Providebracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Z CD d Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H9 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3-191-3 53906902 H10 RO. Job Reference optionalUniversalForestPrbducts,lnc„ Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:01 2003 Page 1 1f__q-- _6-5-3 11-10-14 1 15-0-0 1 21-0.0 24-1-2 29-6-13 36-0-0 1 0-11-0-0 6-5-3 5-5.10 3-1-2 6.0-0 3-1-2 5-5.10 6-5-3 1-0-0 Scale - 1:61. 5.00(12' 5x6 = 54 = SO 5 E F 5xB J D T2— p 2x3 J 1 2x3 ii C W W2 y/p 3 H T,f 4 w 91 J Ib 3x7 = O N M L K 3x7 = 3x6 = 3x6 = 5x10 = 3x6 = 3x6 F 9.3-14 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X,Y) P 0-4-0,0 3-OQU 03-0 0 2-4 F:0 3-0 0-2-4 G:0-4-0,0-3-0l PLATES GRIPLOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) WeilTCLL20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.17 M >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 M-O >999BCLL0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.13 1 n/aBCDL10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 184lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3.7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1497/0-3-8, 1-1497/0-3-8 Max Horz B--159(load case 5) Max UpliftB--413(load case 4), 1--413(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=-3060, C-D--2768, D-E--1980, F-G--1980, G-H=-2768, H-1--3060, 1-J-22, E-F--2018BOTCHORDB-0=2766, N-0-2262, M-N-2262, L-M-2262, K-L-2262, I-K-2766 WEBS C-0=-371, D-0-496, G-K-496, H-K--371, E-M-504, F-M-504, G-M--593, D-M--593 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end ve1-tical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint 1. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard c' t... a raiaiFCOto c cam_ ct Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H10 Job Truss Truss Type Qty Ply Centex -Orlando/2509-A/jsk/3Q1-3 53906902 H11 ROCjFT`RU$= Job Reference (o tpional Universal Forest Products, Inc., Burlington, NC 27215, JeH Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:01 2003 Page 1 i1 0 1 6-5-3 I 13-0-0 _ 23-0-0 _+ 29-6-13 1 36-0-0 17-01-0-0 6.5-3 6-6-13 10-0-0 6-6.13 6-5.3 1-0.0 Scale - 1:61. Bx6 = 2x3 II 5x6 D E F zz 5.00 12 2x3 2x3 C .%% w 2 Wl w 3 6 L1 4 w, B pt HA to 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9.3-14 Plate Offsets(X,YA_jD:0-3-0,0-2-4],[F:0-3-0,0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.18 L >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.39 L-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 173 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 - TOP CHORD Sheathed or 3-3-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing, WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) Bs1497/0-3.8, H-1497/0-3-8 Max Harz B=-141(load case 5) Max UpliftB=-389(load case 4), H=-389(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-Cs-3068, C-D=-2766, F-G=-2766, G-H=-3068, H-1=22, D-E--2362, E-F=-2362 BOT CHORD B-N=2775, M-Nm2171, L-M=2171, K-Lm2171, J-K-2171, H-J-2775 WEBS C-N=-394, D-Na552, F-J=552, G-J=-394, E-L--251, D-LQ282, F-Lm282 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-9B per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDLm6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOLm1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint B and 389 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. 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 IT 3 a t eO t -- Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H11 Job Truss Truss Type raty PlyLC'entex-Oilando/2509 A/jsk/3+31 3 53906902 IA12 Qp X) 1S' +} `ji {s; " ` iifKlltaro 1iReference optional Universal F; resOf rodducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:02 2003 Page 1 11-0 6-5 3, 11-0-0 I 25-0-0 29-6.13 36-0-0I1-0-0 6-5-3 4-6-13 14-0.0 4-6-13 6-5-3 1-0-0 Scale - 1:61. 5x6 = 2x3 11 5x6 0 E F 5.00(12 T2 2x3 20 1/ W2 10 W2 / 3T. W4 W v if E A 9+ - li I 7 3x7 = N M L K J 3x7 = 3x6 = .3x6 = 3x6 = 3x6 - 3x6 l-9-3-14 i 18-0-0 z6-8-2 36-0-0 9-3-14 8-8-2 8-8.2 9-3-14 Plate Offsets (X,Y): 0:0-3-0 0-2-4], F:0-3-0,0- -4]_ SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIPLOADING (psf) TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.22 L >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.43 L-N >999BCLL0.0 Rep Stress Incr YES WB 0.23 Harz(TL) 0.13 H n/aBCDL10.0 Code FBC2001 Matrix) 1 st LC ILL Min I/dell - 240 Weight: 169 lb LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 3-3-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1497/0-3-8, H-1497/0-3-8 Max Horz B--122(load case 5) Max UpliflB--382(load case 2), H--382(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3044, C-D--2779, F-G--2779, G-H--3044, H-1-22, D-E--2825, E•F--2825BOTCHORDB-N-2747, M-N-2368, L-M-2368, K-L-2368, J-K-2368, H-J-2747WEBSC-N--309, D-N-432, F-J-432, G-J--309, E-L--443, D-L-547, F-L-547 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25(t; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint B and 382 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard M CO O # U, Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H12 Job Truss Truss Type city Ply Centex-Orlando/2509-Allsk/3-'31-3 ' 53906902 H 13 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:02 2003 Page 1 21-0-0 27-0-0 30.2-15 36-0-0 i37-0-0 1-0-0 5-9-1 3-2-15 6-0.0 6-0.0 6-0-0 3-2-15 5-9.1 1 0-0 Scale - 1:61. 5x6 = 3x6 = 5x8 = 5x6 = 5.00 12 D E F Gr C f 2x3 H W1 2 w 1 1 4 w tA J 3x7 = O N M L K 3x7 = US = 3x10 M1118H= 34 = 3x10 Mll18H= 3x8 = 9-1 12 -- 18-0-0 l 26-10-4 36-0-0 9-1.12 13-10.4 8-10-4 9-1-12 Plate Offsets (X,Y): D:O 3 0,0_2 4),[F:0 4 0,0 3-01L SPACING 2-0-0 Plates Increase 1.25 G:0-3 0 0.2.4 LOADING (psf) TCLL 20.0 CSI TC 0.36 DEFL in (loc) I/defl Vert(LL) 0.28 M >999 PLATES GRIP TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) K-MBCLL0.0 Rep Stress Incr YES WB 0.79 0.52 >826 Horz(TL) 0.15 1 n/aBCDL10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell - 240 Weight: 169 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-14 or, bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1497/0-3-8, 1-1497/0-3-8 Max Horz B--I 04(load case 5) Max UpliftB--413(load case 2), 1--413(load case 3) i. FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3067, C-D--2813, D-E--2592, E-F--3350, F-G--2592, G-1-1--2813, H-1--3067, I-J-22BOTCHORDB-0-2771, N-0-3284, M-N-3284, L-M-3284, K-L-3284, I-K-2771 WEBS D-0-788, G-K-788, C-0--252, H-K--252, E-0--825, E-M-106, F-M-106, F-K--825 NOTES (6) - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint 6 and 413 lb uplift at joint I. 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 onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard r+ . A c C Z iy, 1 n ^ Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H13 fuss 153906902 IH14 000 s ty age fl O Q 4-6-5 7-0-0 12 6-14 T 18-0-0 r— - 5-2 -0-0 131-5-11 r 36-0-0 a7 1-0-0 4-6-5 2-5-11 5-6-14 5-5-2 5-5-2 5-6-14 2-5-11 4-6-5 1-0-0 ' Scale . 1:61. 7x10 5.00 V2 U dt 5x6 - 54 = 2x5. 11 5x6 = 5x6 = 7x10 = 56 = 7x10 M1116H= 5x6 = 5x6 = 5x10 = I 7-1-12 1 12-6.14 18-0-0 23-5-2 28-10-4 36-0-0 7-1-12 5-5-2 5-5-2 5.5.2 5-5-2 7-1-12 Plate Offsets X,YQB:O 2-7 Ed e4[D:0-3 12,0 4 01 10 3 12,0 4 0 , jK 0 2-7,Edgel, [0:0 5-0,0-4-8j LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.81 O >529 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -1.16 O >370BCLL0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.21 K n/aBCDL10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 221 lb LUMBER BRACINGTOPCHORD2X4SYPNo.2 'Except' TOP CHORD Sheathed or 1-9.8 oc purlins. 1-3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except' W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 REACTIONS (lb/size) Ke3079/0.3-10 (input: 0-3.8), B-3079/0-3-10 (input: 0-3-8) Max Horz B=-86(load case 5) Max UpliftKQ-1129(load case 3), Bm-1076(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-Ce-7065, C-Do-6987, D-E--9397, E-F--10284, F-G=-10284, G-Fi--10284, H-1--9397, 1-J--6987, J-K=-7065, K-Lm26BOTCHORDB-Q=6456, P-Q=6499, O-Pm9394, N-0-9394, M-N=6499, K-M®6456WEBSD-Q-290, I-M=290, C-Q=34, 0-P=3247, E-P..-1253, E-0m1001, F-0--687, H-0m1001, H-N=-1253, I-Na3247, J-M-34 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 11 Omph; he25ft; TCDLm6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) WARNING: Required bearing size at joinl(s) K, B greater than Input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1129 lb uplift at joint K and 1076 Ib uplift at joint 8. 7) Girder carries hip end with 7-0-0 end setback 9) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 310.81b up at 29-0-0, and 385.Olb down and 310,81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to thebuildingdesigner. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. OAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) cM Vert: A-D=-60.0, D-1=-130.6, I-L--60.0, 8-Ka-43.5 C i ,»^, o Concentrated Loads (lb) a t N Vert: D--385.0 1=-385.0 it °a N O ya A r, Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H14 153906902 IHJ7 ENDJACK Inc., Burlington, NC 20 QtyLilyLCentex-Orlando is . b Reference Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. 3 03 2003 1-6-8 a 3x4 = 7-0-0 9-10-1 5-8-3 4-1-13 3.54 12 3x4 c i w21 \ \ w1 G 2x3 II Scale - 1:1a. D n F E 2x3 J s-a-4 9- •1 5-8-3 4.1-1 0-0.12 LOADING (psf) SPACING 2.0-0 CSI DEFL in loc) I/defl PLATES GRIPTCLL20.0 Plates Increase TCDL 10.0 Lumber Increase 1.25 1.25 TC 0.37 BC Vert(LL) 0.03 F-G >999 TL20 245/193 BCLL 0.0 Rep Stress Incr NO 0.40 WB 0.26 Vert(TL) -0.06 Horz(TL) 0.01 F-G >999 E n/aBCDL10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 40 lb LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-435/0.3-8, E-408/Mechanical, D-222/Mechanical Max Harz 8-193(load case 4) Max UpliflB--242(load case 2), E--64(load case 3), D--179(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-24, B-C--858, C-0=46 BOT CHORD B-G-800, F-G-800, E-F-O WEBS C-G-169, C-F--877 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; t I Omph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint B, 64 lb uplift at joint E and 179 lb upliftatjointD. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-8 -60.0 Trapezoidal Loads (plf) Vert: B-0.0-to-E=-49.5, 13-2.2-to•D--148.5 to C co in ft CD s Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ7 153906902 IEJ7 s 1Iruss type c., Burlington, NC 27215, Jeff Kerr it47 s Feb 20 2003 23 08:31:03 2003 Page 7-0-0 Scale - 1:1 3K4 6.11-4 7-0-0 6.11-4 0-0-12 LOADING TCLL TCDL BCLL BCDL psf) 20. 10.0 0.0 10.0 SPACING 2.0.0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2001 CSI TC 0.59 BC 0.21 WB 0.00 Matrix) DEFL in (loc) Vert(LL) n/a Vert(TL) 0.17 A Horz(TL) -0.00 C 1st LC LL Min I/defl - 240 Well n/a 80 n/a PLATES GRIP TL20 245/193 Weight: 23 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C-198/Mechanical, 8=346/0-3-8, D=68/Mechanical Max Horz B-159(load case 5) Max UpliftC--165(load case 5), B-75(load case 4). FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-62 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCOL-6.Opsf; occupancy category II; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint C and 75 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ7 ss Truss 153906902 I H 1 II A'f fOF(j,„>, , 11 11 Job Reference (optional) sal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:43:25 20 i Al 1_0.0 } 5-10-© 7-0-0 I1-0-0 5-10-9 1.1-8 5x4 = scale - 1:1t 2x3 II 3x4 = ex3 II ax3 II 6-0-4 6-11-4 7-A-0 0-11-0 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Well PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.4 VVert(LL) 0.07 B-H >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.19 B-H >436BCLL0.0 Rep Stress Incr YES WB 0.08 . Horz(TL) 0.04 E n/aBCDL10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft m 240 Weight: 30 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 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-.346/0-3-8, FQ-126/Mechanical, E-392/Mechanlcal Max Harz B-148(load case 3) Max UpliftB--156(load case 4), F--126(load case 1), E--48(load case 4) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22, B-Ca-84, C-D--2, D-E-O, D-G-592 BOT CHORD B-H-25, G-H-O, F-G-0 WEBS C-H--419 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; hm25ft; TCDLe6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint B, 126 lb uplift at joint F and 48 lb uplift ajointE. 4) Truss shall be fabricated, per ANSI/1-PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard J LU PCs ='a cvfFS .i1 y 0- CD Z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H18 Job Hlg Truss (Truss Type 53906902 ;"[FLAIMMOR9 I____T j Job Reference o tiponal) Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 06:31:04 2003 Page 1-0-0 3.10-8 3-1-8 5x4 = U4 4-0-4 4-0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Well TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.18 B-H 442 TCDL 10.0 Lumber Increase 1.25 BC 0.76 Vert(TL) 0.33 B-H 249 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.14 E n/aBCDL10,0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No.3 scale -. 1;1 1— a .- 6-11.4 7:A-0 2-11-0 0-0-12 PLATES GRIP TL20 245/193 Weight: 27 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=346/0-3-8, F--83/Mechanical, E-348/Mechanical Max Horz B-102(load case 3) Max UpliftB--149(load case 4), F--83(load case 1), E--75(load case 3) Max GravB-346(load case 1), F-9(load case 4), E-348(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--71, C-D=O, D-E-O, D-G-297 BOT CHORD 8-H-20, G-H-O, F-G-O WEBS C-Hm-226 NOTES (4) 1) Wind: ASCE 7.98 per FBC2001; 110mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 8, 83 lb uplift at joint F and 75 lb uplift atjointE. 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. 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: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H19 Job Truss Truss Type , Qty ply Centex-Orlando/2509-Alsk/3.31-,3 53906902 G17 Job Reference (optional) Universal Forest Producls,lnc., Burlington, NC 27215, JeffKerr 5.000 s Feb 20 2003 Mi7ek Industries, Inc. Wed Apr 23 09:17:36 2003 Page 1 2-6-0 iF 4-7-136-7-14 8-7-15 j _ 10-8-1 128.2 14-8-316-10.0 19-4-0 2-6- 0 2-1-13 2.0-1 2-0-1 2-0-2 2.0-1 2-0-1 2-1-13 2-6-0 Scale: 3Je"- 1 5.00 F12 5x6 = 3x8 - 3x6 = 20 11 3x6 = 3x6 = 5x8 = 9 C D - E3x8 — F G H I A131 iK 5x6 = QP S 0 N T M L 3x6 II 5x6 = 7x6 = 5x6 = 5x12 = 7x6 = 5x6 = 3x6 11 5x6 = l 2- 7-12 1 4-7-13 ) 6-7.14 8-7_15 _[ 10-8-1 12.4-0 12A2 1r 4-8-3 16-8-4 16,8.8 19-4-0 2-7- 12 2-0-1 2.0-1 2-0-1 2-0-2 1-7-15 0-4.2 2-0-1 2-0-1 0-0-4 2.7-8 Plate Offsets ( X,Y);[A:0-3-6,0-0-0],[B:0-5-12,0.2-81,[C:0-3-8,0-1-81,[D:0-3-8,0-1.8],[E:0-3-8,0-1.81,[G:0-3-8,0-1-8],[H:O.3-8,0-1-8],11:0-6-0,0-2-81,[J0-3-6,0-0-01,[M:0-3-0 U-3-121 LOADING (psi) TCLL 20. 0 SPACING 2- 0-0 Plates Increase 1.25 CSI TC 0. 78 DEFL in ( loc) I/dell Vert(LL) 0.54 N-0 >420 PLATES GRIP TL20 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.85 N-O >270 245/193 BCLL 0. 0 BCDL. 10. 0 Rep Stress Incr YES Code FBC2001 WB 0. 62 Matrix) Horz( TL) 0.07 J n/a 1 st LC LL Min Well = 240 Weight: 454 lb LUMBER BRACING TOP CHORD2X4SYPNo.2 'Except' TOP CHORD Sheathed or 4-1-9 oc purlins. T2 2X4SYPSSBOTCHORDRigidceilingdirectlyappliedor10-0-0 oc bracing. BOT CHORD2X8SYPSSWEBS2 X 4 SYP No.2 REACTIONS (lb/ size) A=7994/0-3-8, J=5903/0-3-8 Max Horz A=21(load case 4) Max UpliftA=- 2713(load case 2). J=-1995(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=-17555, B-C=-26432, C-D=•33583, D-E— 37439, E-F=-36512, F-G=-36512, G-H=-34015, H-1=-24179, 1-J=-14664 BOT CHORDA-R=16310, Q-R=16606, P-Q=26431, P-S=33583, 0-S=33583, N-0=37439, N-T=34015, M-T=34015, L-M=24178, K-L=13691, J-K=13621 WEBS B-R=1902, I-K=453, B-Q=10697, C-0=-3204, C-P=7867, D-P=-1935, D-0=4252, E-0=152, E-N=-1021, F-N=-29, G-N=2753, G-M=-1349, H-M=10849, H-L=-4693, I-L=11418 NOTES (10) 1) Special hanger(s) or connection(s) required to support concentrated load(s) 65.0Ib down and 22.31b up at 16-10-0 on lop chord, and 3075.01b down and 1057.01b up at 12-4-0, and 22.01b down and 7.61b up at 16-8-6 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 2) Specialconnectionrequiredtodistributebottomchordloadsequallybetweenallplies. 3) 4-ply truss to be connected together with 16d Common(A 62"x3.5") 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 8 - 4 rows at 0.4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Attach chords with 112 inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center. Special hangers) or connections) required to support concentrated load(s) 65.01b down and 22.31b up at 16-10.0 on top chord, and 3075.0Ib down and 1057.Olb up at 12-4-0, and 22.0Ib down and 7.61b up at 16-8-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 4) Unbalancedroofliveloadshavebeenconsideredforthisdesign. 5) Wind: ASCE 7-98 per FBC2001; 110rnph; h=25ft; TCDL=6.Opsh BCDL=6.Opsf; occupancy category II; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; and vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 6) Provideadequatedrainagetopreventwaterponding. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2713 lb uplift at joint A and 1995 lb at jointJ. uplift 8) This truss design allows for [lie following max. bolt holes along the member c0ines spaced a min. of 0-6-0 apart: 0.500in in the top chord, 0.500in in the bottom chord. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 65.Olb down and 22.31b up at 16-10-0 on lop chord, and 3075.01bdownand1057.01b up at 12-4-0, and 22.Olb down and 7.61b up at 16-8-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 10) Truss shall be fabricated per ANSI/TPI 1-95 quality requirenlerlts. Plates shall be of size and type shown and centered at joints unless otherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling ofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designershaltverifyalldesigninformationonthissheetforconformancewithconditionsandrequirementsofthespecificbuildingand governing codes and ordinances. 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 onlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE( S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 w Uniform Loads ( plf) Veit: A- B=-60.0, B-D=-60.0, D-1=-98.0, I-J=-60.0, A-S=-734.0, S-T=-746.0, K-T=-34.0, J-K=-20.0 Concentrated Loads (Ib) o Vert: 1=- 65.0 K=-22.0 T=-3075.0 o 00 O At- O qac 4 y 1customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G17 Job Truss Truss Type Qty Ply Centex -Orlando/2509 -A/jsk/3Q1 -3 53906902 HJ2 JA •''— 1 1 Universal Forest Products,lnc., Job Reference optionaal)__ Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:3 ::05 2003 Page 1 l 1.5-0 1--- 3-5-11 1.5-0 3 5-11 3x4 3.54 J12 Ti 01 Scale . LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIPTCLL20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.16 BC Vert(LL) n/a - n/a TL20 245/193 BCLL 0.0 Rep Stress Incr NO 0.03 WB 0.00 Vert(TL) 0.04 A >446 Horz(TL) -0.00 C n/aBCDL10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 13 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C-39/Mechanical, Ba159/0-3-8, D-.20/Mechanical Max Horz B-63(load case 2) Max UpliftC--38(load case 5), B--173(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-Be22, B-C--17 BOT CHORD B-D=O BRACING TOP CHORD Sheathed. or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOLl1.60 plate grip DOLe1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint C and 173 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1,25 Uniform Loads (plf) Vert: A-Bs-60.0 Trapezoidal Loads (plf) Vert: B=-2.4-to-CR-55.7, B-0.0-10-D--18.6 m U r ay c^it f 0 O H t Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ2 russ 153906902 IEJ2 ype ly I Cen 3 I _ _Job Reference1a tional_ est Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 09:21: Scale 3X 2 5 4 2-5-4 2H0 0-0-12 LOADING psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a - n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.02 Verl(TL) 0.01 A 999BCLL0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/aBCDL10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 10 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C-52/Mechanical, B-178/0-3.8, D-23/Mechanical Max Harz B-62(load case 5) Max UpliftC--54(load case 5), B--87(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B-Cm16 BOT CHORD B-D-O BRACING TOP CHORD Sheathed or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint C and 87 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard MO O ttQ,' Ix1N 0 tw 00 o 0 ZCD Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No.:53906902EJ2 l0 0 1 russ I russ I ype Qty Ply Centex-Orlando/2509-A/jsk/3-$1-3 53906902 G15 MO1 1 Job Reference (nt'lonal) UniversalFdrestProducts,Inc., Burlington, NC 27215, Jeff Kerr 5.600 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:05 2003 Pape 1 2- 6-0 2- 6-0 2x3 II 2- 6-0 iF—I 2- 0-0 0-6-0 Plate Offsets X Y : LOADING ( psf) A: 0-3-0,0-2-12 SPACING 2-0-0 CSI DEFL In (loc) I/dell TCLL20.0 Plates Increase 1.25 TC 0.08 Vert(LL) 0.00 A-C 999 TCDL10,0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.00 A-C 999 BCLL0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a BCDL10.0 Code FBC2001 Matrix) 1st LC LL Min l/deft - 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) A-141/0-3-8, Ca366/Mechanical Max Horz A-51(load case 3) Max UpliftA--33(load case 4), Ca-102(load case 5) FORCES ( lb) - First Load Case Only TOPCHORDA-Ba21, B-C®-66 BOT CHORD A-D-0, C-D=O PLATES TL20 Weight: 11 lb Scale - GRIP 245/ 193 BRACING TOP CHORD Sheathed or 2.6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES ( 4-5) 1) Wind: ASCE 7.98 per FBC2001; 11Omph; h=251t;'f CDL-6.Opsf; BCDL=6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOLa1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint A and 102 lb uplift at joint C. 3) Special hanger(s) or connection(s) required to support concentrated load(s) 331.01b down and 113.81b up at 2-0-0 on bottom chord. Design for unspecifiedconnection(s) is delegated to the building designer. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on thissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 designeracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner. 5) L26R: Right end may be attached to 2x6 So. Pine or larger BC of two or more ply girder truss with Simpson LUS26 or eq, Fallow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-Ce-20.0, A-B--60.0 Concentrated Loads (lb) Vert: 0=-331.0 I4 1J N a+ rtS iOCD A Z J Q l r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G15 russ I Truss Type Oty 1 Ply [Centex-Orlando/2509-A/jsk/3.31-3 153906902 IHJ3 (JACK l.______ ! _ Job Reference optional)__ rnest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:06 2003 Page 1-5-0 3K4 3.54 12 T1 4.2-3 B1 cSame LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.16 Vert(ILL) n/a - n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.04 Ved(TL) 0.05 A >387BCLL0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/aBCDL10.0 Code F-nr2nn1 1nn91riv1 I nI I !^ I 1 \11 IIJ ll n.n LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2-3 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=67/Mechanical, 6-171/0-3-8, D-28/Mechanical Max Harz B-70(load case 2) Max UpliftC--56(load case 5), B=-178(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--19 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6,Opsf; BCDL-6.Opsf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lurrlber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint C and 178 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: A-13 -60.0 Trapezoidal Loads (pit) Vert: Be-2.3-to-C=-63.6, 8=0.0-to-D=-21.2 o CD co C:) d>2 C.D 4 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ3 puss buss type 53906902 EJ3 iiS TRUS s S urungton, rNc 21215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 3 age 1 Scale: 1.5"- 1 —_U4— 2-11-4 3 0 0f-i i 2-11-4 0-0-12 LOADING (psf) SPACING TCLL 2-0-0 CSI DEFL in loc) Well PLATES GRIP20.0 Plates Increase TCDL 10.0 Lumber Increase 1.25 1.25 TC 0.08 BC 0.04 Vert(LL) n/a n/a TL20 245/193 BCLL 0,0 Rep Stress Incr YES WB 0.00 Vert(TL) -0.01 Horz(TL) -0.00 A >999 C n/aBCDL10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0.0 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=70/Mechanical, B-195/0.3-8, Dm28/Mechanical Max Horz B-73(load case 5) Max UpliftC--67(load case 5), Ba-84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13-22, B-C-22 BOT CHORD B-D60 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; ha25f1; TCDL-6.Opsf; BCOL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint C and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard or% <VofCtE 00 1A Z CD D Q Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ3 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3-31-3 , 53906902 H 1 G HIP 1 1 a° Job Reference o lional_ Universal Forest Products,lnc., Burlington, NC 27215, Jeff Ken' 5.000 s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 08:31:06 2003 Page 1 I 3-0-0 — 4.0.0 t_. 7-0-0 --I 3-0-0 1.0.0 3-0-0 Scale - 1:11.4 5x4 = 5x4 = 0 C 5.00 12 T2 - W1 W1 T1 T1 0 81 8 2x3 II 2x3 IIFE 3x4 = 3x4 = 3-1-12 3-10-4 7.0-01 3-1-12 0-0-8 3.1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.01 F >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.01 D-E >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 D n/aBCDL10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 Weight: 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A-331/0-3-8, D-331/Mechanical Max HorzA--29(load case 5) Max UpliftA--98(load case 4), D--98(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B--572, B-C--497, C-D--572 BOT CHORD A-F-491,E-F-497, D-E-491 WEBS B-F-52, C-E-52 NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint A and 98 lb uplift at joint D. 5) Girder carries hip end with 3-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 45.Olb down and 36.31b up at 4-0-0, and 45.01b down and 36.31b up at 3-0-0ontopchord. Design for unspecified connection(s) is delegated to the building designer. 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 onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. 8) Right end may be attached to 2x6 So.Pine BC of two or more ply girder truss with Simpson LUS26 or eq. FollowSimpsoninstructionsforinstallation. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-B--60.0, B-C--70.6, C-D--60.0, A-D--23.5 Concentrated Loads (lb) Vert: B--45.0 C-45.0 3 CD 7A tl „, 2 i. .. X Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1 G 1J' 0 Iruss 53906902 ICJ5 roducts, 1 ROOF TRUSS urlington, NC 27215, Uty Ply Centex-Orlando/2509-A/jsk/3-31-3 r. 6 1 Job Reference_(gp al) Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:07 2003 Page 1 MUM I U4 = 4-10-15 4.10.15 4-1411 0-0-12 LOADING (psi) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.27 Vert(LL) n/a n/a TL20 245/193TCOL10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >263 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 17lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-135/Mechanical, B-268/0-3-8, D-48/Mechanical Max Horz B-115(load case 5) Max UpliftC--1 16(load case 5), B--77(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-8-22, B-C-42 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 1IOmph; h-25ft; TCDL-6.Opsf; BCOL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint C and 77 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilittforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard C) ti a l CV n 4.hi ca s. CD O~ 4 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ5 rou F Fuss i russ I ype , cagy fly Centex-0rlando/2509-A/jsk/3-31-3 53906902 CJ3 ROOF Tf J,SYS..+" "'~6 1 Job Reference (optional) Universal F resl Pr6ducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:07 2003 Page 1 h-- -1-0-0 , 2.11-11 p 1-0-0 2-11-11 j Scale - 1:7. 2-10-15 2-V1 it l 2-10.15 n-n-19 LOADING (psf) SPACING 2.0-0 CSI DEFL in loc) Udell PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.01 A >999 I BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a j BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well m 240 Weight: 11 lb FUMR BRACING ORD 2 X 4 SYP No.2 TOPCHORD Sheathed or 2-11-11 oc purlins. HORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-69/Mechanical, B-194/0-3-8, D-28/Mechanical Max Harz Bm73(load case 5) Max UpliftC--66(load case 5), B--84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-21 BOT CHORD B-De0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOLe1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint C and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. 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 W 3 4I o O C1.) yc yr s r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ3 uoo I russ 11russ type Qly Ply Centex-Orlando/2509-A/isk/3-31.3 53906902 CJ1 ROOF=TR Icc wsmeeo.... 12 1 Job Reference optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:07 2003 Page 1 A I 0-10-15 0-,1g 1 0-10-15 0-0-12 Scale < 1:4.7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a - n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well a 240 Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11.11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-133/0-3-8, E-9/Mechanical, C-O/Mechanical Max Horz B-41(load case 4) Max UpliftB--102(load case 4), CR-27(load case 5) Max Grav B-133(load case 1), Ee9(load case 1), C-29(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-Ba21, B-C--26, C-D--4 GOT CHORD B-E=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDLa6.Opsf; BCDLa6.Opsf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint B and 27 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibilitlforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard N mm C f& 00 CD CZ) Q Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ1 V-4" STRONGBACK DETAILS NAILS O TOP & VERnc L BLOCK SECURE r 3)16d NAILS O EACH VERTICAL. LOCATE LOSE TO BOTTOM CHORD AS POSSIBLE. STRONGBACKS SPACED AT 10`-S (MAX) ARE REQUIRED TO MAINTAIN CERTAIN FIRE ASSEMBLIES. I-- STRONGBACKS ARE RECOMMENDED TO MIMMIZE VIBRATION. / OFFIPE rqm3ylulF H U a o q Q O z NoN a F zz En p z a C o a N N C/J UW _ a U ZwZp U J No O O W F WOO F O_ EWInaSo3z s - Z -z- 9" U N=U WZ Oi zZ N m=WW O J RilO=JJZN7ZNNNNYJfilmpQSS8 poNIx 0 D!Q Nm 0LZ NOopOFJjOZJJS ^3m9F=Nb N O L L.1 C m m O J m F-- Q cco oa Q 0 N U 0 J o O J QQ cy t N O Z O VI U l 0 vI 2 ZO to ZO In U V d Q xO (n CIL DRAWN BY: TON CHECKED BY: DRAWING NUMBER 1,310007 4000 nm1omn NQN p WZIZ LO O a NnN Ntp Z z 2U N ZJ 0 m m z i 0w0000z Wz 07j 0530 4pv JaH VazO KO U410 NNo w 1z ppG77200O i Cl N C1 w P NJ Vlm ? n z BN O aTXow c?NNQ SN }z7ZW illCD qF\ Q ppMi-c ppnN {~O j?I2VNNO O S'Pty E NOpOgTMK01m3FblraOifO.. Zj 76 N Ckl- O = m m mQ c Q a w ot o a0 o 0 Uy W 0 o d Q rt— J a J 4 W 4J ry w U Z Z o ON W 2jw 71 cr c a a N DRAWN BY: TDN CHECKED BY: DRAWING NUMBER 1310002 7-0-0 S.B. 7-0-0 S.B. U CJ3 U ! U U CJ3 CJ5 CJ5 ! EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 ! EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 ! Cl) EJ7 1I EJ7 EJ7 ER ! o o o v l EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 ! EJ7 ER ERvs., H18 H19 till I I I I III I IG17 ill' U W N W N W N W W y O ao m W W C 1 U U U 27-0-0 13-0-0 40-0-0 HANGER LEGEND TYPE DESCRIPT/ON I I HUS 28 MEDIUM DUTY — ROOF r 1 P I cY] O 4 z: SKIN 4L43 ON . I i7GfiCINN A Y_i) At ! r_ 3 2 fl IMRRYtOMR lHltf TOR It• -,OC OWL T7TI Totem-1 ei ( • "or)I REV. NO. I ZONE: I OATI r r r r r t/CM rAlRnfO 'P we00 svM wrM1/11'rl.t/a w000 W tCKwf. LISTED 7til tAOP00.1 i ooYall TWrCI{ J 1I 0 T •' r AYARAKl Ai AN OP110« r.•. ; Nc..t. 1I I C r 2' OALv. flt4 rMC,f 1 I LWM-wn lam)) k,,= ( To. TlA.II/V. l uV. " WON G&WW. c:i REPORT 9606C ,n1Ma,,•nµ C C ter •' !': V-fMf WAV7-1_S_I LGr w Ttlw Q- aTrrnN O.G TW Q. L.. f la" ON MAP IIrO/t• L1lR SICTK fC"Or0 f' L YtNR _ A aPTIOlaI WT1x wo LOCI! POSITION I ", ODOR WON ran r.;.m• IJMwO fCKM. ., rr•.re n w NN 11• pp yyP TO 7' n10N `N1tyT a (q t(CENlnt (iNOwn). M"I rNMC WON V.Y. 2IRgy01(D. Utl tClnty ry li CONfIO1 x8o°S" Ovt" T'-O4KgN cOn713T OP l•7 ftCT0N7 (NOT 1rgMN). t W W SI" (Wr mar MOattLl TO PA*AAC A PAM VOIMONO STOP WGMOuIOY No mgtmAm (To furt) U101, 41. NONIONTK JAWS 00 NOT TPANYtA VOrO. L/ rOVAW Pwt w a 20 Ow WK. OLLY, om ENO STU 2' TMICK 1/a AeenAe uaft RSo a. "W, frM Am. STU O NOl0l0 w21oi.! te_11e_ •_• - I7 C6 O,LV 3R MA S O Uzi PCTPwfP WMXCM I.i11P1 fO WOOD YM/ W. Arm /Y]!1' Pm nm lCPLw MN Om i/If.l-a/1• W fC"fW twV1 COATfo YIrN 0-10 WIN. (10 SWAS 001 UTC) r1 (C•••0 PQ IIUOIt WtxR. GVrVANliwO. 4 .0 PIWIfA. ) OR N CINRII! (f.000 PY ww CON Tf) Of 7/II' 60, RpUNO USNN w0 A 9AKlO-ON Id.rtfTUSNw we. c"Wcl I/11N• UaCOM fC"M oK I7.,/1 cWT I! (1000 MfIf11iA (aK[ PN IOUN) It K f wK i T COAT NPy(0 0 •OM P9 WN. Cp} WAS11017 wnJlOCO PORN 1rflOt Xm0µ1 I 1 m j/jRJ1W(1 Sgtf0/ ERG 2Kw. 12 G- — 1R4 t01 y OWCN"0 Slii t /M91010, I' 0.0. Mw. WAYIM lfWMtD 7' O,LV, iRtl rNCK /MOICO r0 I t N /IW/1' fNt(r IL fGM!!. aArT1UT. EMI NtTM 1/M.AMf. ANCNOM MaY tC CDUMTIPtUwI IS V. STM 24G Yn.CKITt FAt N w i) tOMa nn.eMto W/(q w)(!1. m1L Va. LOC 01 000". (yVr Wt KOVuIO) TO PIRAOC A f1uSK nuu, A ro wa ,• u 11r0/ S• fINR MCTII YOIwnNO NNML 11WOMK ,INMf 00 NOT f (a) 1 14..1 1CIKW'f P01 t110 MKOG fKM W JOw11. SCrIM. TMNYOI N10. TniN 11r0 •mot « OYT710C Yl1't0IIAI101btn0 2' oN tN011i• 1TTM, ,0 P.L4 fR[L "O12K I. OA 6.LV. tr[0. / if ift.l YMK waTOVKtO, P.t. 6 - 20"WII I p r" ..m. oP .••••. wr a rw trewm.r e.e may P.0 13)L71 fiN w 1) I w/a' wa0g ItwO11 2• TA" u-W a (4 1 a .. tV Lo i wDESIGN 10A0S: +24,0 PSF Oc -24.5 PSF 20GO.LV. Ertl TAPPgq RUCr ON T f INt 0lA0 N OP TNC fUPPOIRW10 mIVCiU•K CLOKMf Ytlo•fnrow l: fo KSI fril[r of TN( P(//plfMUiY a 11K P riffnNw W TEST LOADS; +34.0 PSF Is -37.0 PSF Of ]• rM. l.. j1p u oAl.v. jR u-lANs ao tux eou wnai " 000P.To ualrOPwrTIau110•oolKi roil i L ofwim0o a°N .r.w. ww r,e rO« .•f O L I W A y 1_'j-1 vAT)i"N (1.t,OSIpu•!Mf ma I,= acMa THIS VANIlw r+ W"N AW= wl (W!s% PART NO.: - Ln ON lOTTOV ffCigN, ON[ U_W1 On NfXf wro 'RPTIOIC "DIM Vnwtt $WM• omq i$4 Ij Sl Sil 1 AitarwNtrg f.1 u_aPll ARACMtO TNOK oNt i T- MM I/ J/1• SW TNIOIO 7CIICNf Loa a twu«wr7+ r+.r..Mu«. ,,inelnno ON Z52tf0pQpQ Pa fIL[ LOGT OILva fx M taoPAr wta l 1••wRf ca TOLERANCES •. IDEAL Y, Su•]fI.I/W p of " N...I.... « oo-o .0 - #,03 taalwlfAGONA T. Far Ke. 1.31}I12-011 Z tr noa... nmr IC•1 .IV•i11la i.It'iwaw. M 00 • #.013 OESCRIPTION: T.IOOELGRST W 16-0 f 4-0: 2a/-2a.5 OESIGN LOAD r.- w w..0w — r r 000 • #.005 11 a~ CAIv, tRa OOrtON anaCNtY. .y rwMw N «Y «-... a. 0000 . # 001 ORAWN BY: BUM DATE; !/16/00 SCALE: NTS DWG• ATl& MM (11 II N3/f• 7NCCT NATAL 2GMf. / , ` `' Wrr r.•h1 uwnl.,. Otgr00t - # 1/2' R WHIAW iJZ CNECKEO BY: MWN GATE: •/t6/00 SHEET t OF 1 SIZE LJ t WRl WGMURrfiP. / TMrO Mql• A yel.•• f1414• 01e«WI•. Pr•I•elion OwfNf10W Am w w mu. OWC, NO,: 102134 REV. NO. 1 N 3 r 2 1 fY ;15!JJLJ`d ll. Icc 0 Ir fL pEG .NAT10N Thtema-I'M In -Swing Boor Wood 'tad," System . Y 16• Q.t,. WeIMULl OlRAII NOAINAL 317r• Single up to 3'4 x WO w/wo std°rtrs Doubts up to a'4 x B'0 w/wo sideli!es •' .° QQUB AD= x, Ox, x0, OX0. lot, OXxO DMA' AI=RIPTIrN' The head and side jambs on /ingoijoint pine measuring a min. 4-9/16' with a ',/2' rabbeted stop. G 16' TAPCON DESIGN PR! Single Single with Double w/. TYPE ANCHOR J' tux td' O.C. TYPE ANCHOR • 1 x 2 f11hONd I ' Ix MCI( 77. 6 a` y a . -I/2• L CONCRM1MHwsWASONRYMOCK 1 TO 2Y SUB-OIxX t s o d/IB' TAPCON r. • T1PE ANCHOR R: i I x 2 1IPJUNG 0.00 TAPCON Or EOl1N. 233 LB. SHEAR RATING) H :s y` M MSiq f•F-'lI .• r 4 r• 3/14' TAPCON Xbl . TYPE ANCHOR Mai SACS t jv 1 t,q1- OIL I This system has boon exaluated for use in locations f4hering to U Yfltt1CAJ. SIDE JAMB and where preuuro mquinsmenta as determined by ASCE 7 Yinimu oa and Other Structures do not exceed the design prsasuru ratings UA 1... 2. For installations whero the sub -buck is Iva than 1-1/2' (f8C a• and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon typo concrots length must be such that a minimum 1-1/4' engage nent of the g YQOEL.RESIG N° Thermo-Tru Out -Swing Door WoW Irremes System J. MAX 1a• O.C. •' FANP FSSURF RATING: MMIM lM OWERrl l NOMINAL Sli • Single up to 3'4 x WO w/a side1'tes single Positive 67.0 PSF Negative 67.0 PiF Z n Double up to a'1 x a'0 w/wo sidelltu A Single with Sidelites Positive 50.0 PSF Negative 60.0 Pir CcN Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF C yyg E (p Inat-IIRAIIIONS: X. OX. XO. OXO, XX. OXXO to Omj niNi-e& oESCRIPTION_: The head and side jambs on rA;orJant pine lL mW measuringamin. 4-9/16' with a 1/2• rabbeted atoP• (O} Q MASONRY LWTEL rer. 3/16' TAPCON I x 1 f1RRWC O W^ y .•• TrPE ANCHOR 3• 6" 19• D.C. MASONRYUNTEL s• 0.4 fY ALL . m% 1 x 2 FlAAINCa. n rixJ ORYtt'At.L J/ I6' 14PCON L TYPf MCNOR Y..•,.::e.:..`.!., :. G ' ice IX SUCA. 3/10' TAPCON h I N n TYPEANCHOR : " . y ' SHA /{ AX. P $' i Vat." •• .re , SHIM SPACE ie •' s ESIOB 2.23 JtlQBIOB • S v u u 8 N •y ', J/ia' iAPCON J w I u ri 1 , . •• TYPE ANCHOR HEAo JAW W h 1.73 1 33 y TO 1X SUB -BUCK ti ! d x 2.-1/2• 3j o 1,. f PN " S 3, ir NF 1DRETE JAMBaMASONRYBLOCK .23' MAX. 1 kka UB- y , • y.; e SHIM SPACE 1.23• Wii. 4 T 1r• I `. I I WN, •? • aRe y • • , Q r W EYB.... 3/16' TAPCON • ` 2 t ' li1 .•' . al : .. ' • _ TYPE ANCHORU. O Yr: !.• ej, f ti. ij. . i.`•'= 's .••:.. y ELCO TAPCON OR EQUAL 3/16' TAPCON `•'{ lW/14N1a1.13' MW. 2 •• TYPf ANCHOR EMS. ( 233 t8. SHEAA Fwi1NC) O 23' MAX. a `. 0 O S HWSPACEI tJ%. EkTMON S. / a x 2-1/2" .13' MIN O PFlf W$ jam" J'. C-SINK I x L ERRING O f LI DRYWALL ar VERI7C_ALSIDE .WAB IX DUCK IWERJOR IX sua- 1 x 2 FIRRING lily I. This system has been evaluated for use in loardlons adhering to the Florida Building Code 613.tia4.3AJ1 IS' MIN, ORYW J-L and wners pressure rwquirements as determined by ASCE 7 Minimum Deign Loads for Buildings DATE: 4/3/02 i{ C- SINK 2X BR and Other Strictures do not exceed tho design pressure ratings listed heroin. SCALE: N.T.S. svERTl,V S10E JAMB 2. For installations where the sub -Duck le leas than 1-1/2' (F8C section 1707.4.4 Anchorage Methods Ow6. NY: w,4N. yGTO2XSUNCKCNK. Br: R.w, andSub-saeGona 1707.4.4.1 and 1707.1.4.2) Tapeon type concrete archon mwt be used and the length must be such that a minimum 1-I/4• ongagemant b( the Tapeon into the masonry wall is obtained. OW"NO NO.: J. When wing a IX sub -buck a 6-9/I6' jamb is required to allow for min. edge spacing for Tapeon typo anchors T-02203 stir t v t j.'; N t }f • ,y... i ..ter L.- t jG t t i ` alb d/QjjF, DESIGN.4nON: Thermo—Tru In —Swing / Oct —Swing Door Wood Frames System WAXN«UM OVERALL NOAUNAL. S17C Single up to 5'4 x 8'0 i s/wo sidelites Double up to 8'4 x 8'0 v/wo sidelites 1 eLE QQNF1QlJ8dnQNS x. OX. x0, OX0. Xx. Oxx(i fyENERAL DESCRIPTION, • The head and side jambs are Fingerjoint pine measuring a min. 4-9/le' with a 1/2' rabbeted stop. DOUBLE 2XpatIC¢, HEADER 1/2• D WM" SHCAnYNO r Yr1j SINGLE DOOR 2X STUD y a 2x 4ACK STUD a x 2.-1/2' I I+rH rR DESIGN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 50.0 PSF Negative 60.0 PSF Doubit w/wo Sidelites Positive 47.0 PSF Negotive 47.0 PSF Lo•- io e y1 1 ORIwALL N Y 1 e if ! r>t 8l02 2,4 ,G2 QUBLE DOOR N x / 13 EMR 13' WN. C-SAX SHEAn1INa 23• IIAx. SwW SPACE L vunrx__smE w(e Oa QJ t.Is• rtea.. SINGL.F OR DOUe'6 DQQR y7TH sIDEt /TEs b= This system has been evaluated for use in locations adhering to the norido Building Code and where pressure requirement3 as determined by ASCE 7 wigimum Design Loads for Buildi.l;s and Other Structures do not exceed the design pressure ratings listed herein. 1 14. 1YP.-{ t 813.084.3631 CAM 4/3/02 SCALD: NJ!& owa ar. w.0 CHK ar: e.w. DPAWI;Z Ho: T-02202 J.W 1 0r 1 ITHERMA oTRU® 7-1m STAR• Raviwt3" so-ox AND OOUBLE W/& WNUTBID&M& INSULATED FIBERGLASS DOOR WTH WOW FRAMES. 1, THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MMMI-OAOE 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 MATERI SHAD. BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1, 5. THIS PRODUCT N M THE WATER REOWREMENTS FOR MIAMI-OAD COUNTY 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS F RED FOR SIOELITES ONLY. 7, SIOEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. S. Common to oil frame conditions) Door & Sidelite Leof Construction: Face sheets: Fiberglass o g. min. yield strength Fy (min.)-6,000 psi SmoothStor - 0.070 minimum skin thickness FibarCloeetC 0.110" minimum skin thickness j:nre design: Polyurethone foam core. wilhl.9 lbs. density by BASF. PPaannee GtISKI The ppo el skin is constructed from a 0.070" thk. s ieei ma mg corryround (5llC. The interior cavity is flkd with 1.9 Ibs. density BASF polywelhone foom. The rrM lace sheets, ore glued to theroodsilosandd (oils. TtM, t1,K bitch stile sran/orcad with o woad lfk blockmmuning2.3P75 x 14.0 long of the slrle and deodboll location- The hingeethisFingerJointedPinsandthetopandbottomrotamofawoodeanpoaItomotedal. In fhe double door oppkation the inactive door is filledwithonextrudedaluminumastragal (Wind Janber 0) of 6063-T6 olloy. fromThefis constructed from fe jointed pip longerapnX. io the side iambsnth (3) 16ga I/crown x 2 sloples of each side. The mullions are secured together in a sidefite opplcalion using /8 x 2" long PFH Woad Screws (6) screws per each mullion. The units use on Inswing Saddle threshold meoaunrg 5.75' x 1.548'. de1 It Maw The sidelde panels are solid gazed u g g two pace ro let-fmme. They one dry glazed on the exlevior with on 1/tit thk. cellular ggbungtope (Sliy-II Tape a caulked with skone. The lite frames are held ooelleerwd(t a /8 x 1 /2 long Ploserew. TABLE OF CONTENTS SHEET 91DESCRIPTION 37. 5" MAX. OVERALL WIDTH 36' MAX. ..{ PANEL WIDTH x VW xU x w a x J A a In N 00 NIySINGL WSLa 74. 5" MAX. OVERALL FRAME WIDTH -y 36. 625" MAX. 4_ PANEL WIDTH --I DESIGN PRESSURE RATING UNIT TYPE RERE WATER REUIRMENTISI NOT NE OEN SINGLE 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF WITH I IT 55.0 PSF - 55.0 PSF IOMAX. CJWCKAIL rKnmc v,v,n--- 36.6, 625" MAX. 15.5" MAX. PANEL WIDTHFRAMEWIDTHW/ASTRAGALr> r-,4 13.75" MAX. WIDTH t7 7. 125" MAX. O.L. O. WIDTH F11 F11 - I "il ALL MODELS 68.5" MAX. OVERALL WIDTH 15.5" AE V1EWE0E— 36' MAX. RAME MAX. FROM INTERIOR PANEL WIDTH FRAME WIDTH 13.75" MAX. WIDTH 7. 125" MAX. O.L• 0. WIDTH U / lit tJN 0 0oowCC zon I u7 OUJO 3Q00 co 513. 654. 3831 CENTRAL i" LO s 6YoL11ro y1 ;;a m: N TJH Mt,R p T ,t-A CHIC. IN; RW A—N l,lr C 8 BERM • N kM% s z 15, MASTERTIFIRIAZI, 2y2 33 34 U i LU 0 O 3 FOAM GASKET •Ec uo SILICONE CAP BEAD p oD. 42 O,`: O. d 0a 43 o' 0 SEEE 5SHT. 4 Q 41 = SE NOTE 1 SHT. 4 Ed 5- MIN. GLASS THK. INTERIOR 25 0 N 1. 68' MIN. p _ PANEL THK. SEE NOTE 5 SHT. 4 813. 6a4.3631 onc. m: 7JH c sr: RW 1,;' l A L,'Q o AL J' °'W" 5 Z151Z • a s 24 XT RIOR SEE NOTE 2 8 SHT. 4 27 INACTIVE Z Z a z ASTRAGAL RETAINER a BOLT 8.0' LG. TOP do BOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM 1HogizgtgrAL Ross SECTION 3 O ASTRAGAL 1.15' MIN. EMB. 25' MAX. SHIM wlwwoll i LI 111, 1 1 MW 3 30 1 31 INTERIOR 18 FOAM CASKET k SILICONE CAP BEAD 4 co 0 coo M aOWOFQ 3 ca tp 0_ j xZ 2 SEE NOTE 6 G SHT. 4 FOAM GASKET do U o Ia3SILICONECAPBEADSEENOTE5SHT. 4 34 rn _ Gig_ I EXTERIOR v 09ia o. Z C 11Q6 Y 2Y 36 N n gzq mW 41 6 26 9 10 29 '° S NOTE 1 37 SHT. 4 a SEE NOTE 2 7 SHT. 4 I N I CROSS SF_CTION c 3 O HINGE JAMB TO SIOELITE 1/%suo.aaccoxwuw+rs, Nc 81 .664.SB31 11 1: L 1Ule v'1." 1J1 a11 h is JW c wre 08 10 O1 1.1 V waf':1 /Y - 1 RrANtUFACTURRER N 0-' 2 CHK: RIN 04 NO.: S-2151 or 8 fiiNVIG 113 1 25' MAX. SHIM SPACE ttQBlZS2P1T9L_GROSS EEILON 4 LATCH JAMB TO BUCK. NOTES: 1. SPACING FOR ITEM NO. 41 (UTE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.516,51. 27.5, 38.375', 49.375' a 60.375 HORIZONTALTHEREARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR REM NO, 27 (18 x 1' PANHEAO SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3". 57. 18.257, 40.5'. 59.25 74.25. 76.25' do 78,25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH3) 16GA. x 1/2' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH2) 16GA. x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) ITEMNO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) ATEACHVERTICALJAMB, FROM THE TOP DOWN AT 13.5'. 31'. 48.5' 66. THERE ARE (2) AT THE HEADER AT 4' INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE2) AT THE SILL. 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURINGTHEMULLIONSTOGETHERISTHESAMEASTHEPERIMETERANCHORINGSCREWS. 6' DOWN FROM THE TOP AND UPFROMTHEBOTTOMWITH (4) MORE SPACED AT 13.7- O.C. 7. WHEN USE REMA NONE 2 (110 G THE HINGE2' SCREW). WHEN ATTACHING K THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (110 x 1 3/4' SCREW). z 3 b a 1.10 MR. EMBED. ' 15- MIN. 13 C—SINK e: 6 Y 3 W 1 7 e•. a 10 ' L FXTEBIO Q. p' O• . INTERIOR 4 10 6 26 9 2 .25' MAX. 4 HINGE JAMB TO BUCK, SHIM SPACE SEE NOTE 6 SHT. 4 FOAM GASKET do SILICONE CAP BEAD SEE NOTE 5 SHT. 4 0 z 36 in (A 41 e2 SEE NOTE 1 — a SHT. 4 3 H I RO S S CTION 4 a STRIKE JAMB TO SIOELITE I,'" i SEE NOTE 7 SHT. 4 VOo0 Q 000 g - Lo LLJRoza 3Q 00 _ 2 a 813.584.3831 Dvc. ee: TJI aec. en RV DPw NG NO: S-2 t 51 SHay 4 of _ SEE OETAIL 'F' SHT. 5 6 6- 3" 3 3" 3. 6' 6" 3. 3. 6' 3• f--3' I 13 I I I 13 TYR. I I I I t3 - SEE NOTE TYP. Tal TYP. 3 SHT. 4 SEE NOTE F' HSHT. 5 SEE DETAIL 6 SHT. 4 SHT. 5 SEE DETAIL SEE NOTE TYP' 6 4 13 _ G SHT. 5 TYP. _ SEE OCIA& 13 SEE NOTE H' SHT. 5 .0. TYP 4 SHT. 4 14 P'. jr B i o oNo O co Or---1 y- - z In e -.1 6" 6' L r SEE NOTE 3 SHT. 4 1 O WjEo= o co I N n n 13 N N r) o TYP v On a g G In n glA SEEDETAILNSEE DETAIL 13 - E' SHT. 5 TYP. N Y Zr G' SHT. 5 C. • C' TYP. Iv13 zd 14 TYP. 3" -- I h- `-iT 3' i t - i F-- 5 0 -1 r- w `SEE NOTE i 6' --{ B" to 'O 4 SHT. 4 0 3' 3' 3 I B" 6' 6' E& TRAL FLoRIDA B.O. A Fo SINGLE DOOR w c QUBLE OOOR_,_w/SIOELITESMANUFACTURER N g t o n MASTER I'UX4 -O A 0.357" BOLT DEEP ENOUGH FOR A 2' ONHVLTANTS..mc t3 eDIT THROW a13.5a4.3531 1? 10 0 13 am 08 10 01 13 10 ° M sr: TJH CM rf RW OMMNC NO.: f 0 DETAIL_ 'F' DETAIL 'H' S-? 151 ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL " E" STRIKE PLATE To .FRAME O AIL "G' AT THE THRESHOLD Srtw 5 or N N In Q aaN SEE DETAIL E' SHT. TYP. 5 CENTRAL FL- ANUFAC Tt J]a SEE DETAIL F• SHT. 5.:._.._. Arnl ''^' j iP.e # / 63^ If 6' 3' F--6• 3•" 6' 36• 63. 3. 6' .I I II I I 13 SEE NOTE 13 i TyP 13 SHT4 SEE NOTE SEE NOTETYP. SEE DETAIL 3 SHT. 4 6 SHT. 4 F' SHT. 5 o TYP. SEE DETAIL C" SHT. 5 s SEE DETAIL SEE DETAIL H' TYP. E' SHT. 5 TYP. t3SHT. 5 J" SEE DETAIL K' M" K' TYP. -Mt__" III SEE NOTE "G' SHT. 5 t4 JJII Illyll 11. 14 14 4 SHT. 4 LL 14 TYP Iup I TYP I TYP. i I 3' 3- M• —{ 6- -i h- 3" I I-- 6- -i 6" 6• 6SEE NOTE J' 6' nnI ia_ p00R 453" CLASS BITE EXTERI v 25 1/8" TEMPERED CLASS O." t7 25' AIR 0 SPACE 0 0 o Q a i. 1/8' TEMPERED i CLASS lC10E6LQB36 6 s c2 41 d SE NOTE 1 25' STEEL INTERCEPT SHT. 4 SPACER INSULATED CLA55_JYL TCM_ LLTF FRAME CLAZING_DETAIL 6' 6" 3^ 3' SINGLE DOOR W/SIDELIJE 463' CLASS SITE f. XTERIQR25 1/8" TEMPERED 40 CLASS D 0, Q .. . 25' AIR o.... 0 0 SPACE 0 . Q z 1/8- TEMPERED 41 GLASS 1NIESLQR 36 SEE NOTE 4 6 1 SHT. 4 a . 25' STEEL INTERCEPT SPACER S" INSULATED SL SS W RTS LITE FRAME aLA,ZLUQ_0J TAIL 3 N 4 SHT. 4 cp IL E13. 684.3831 c08100 N. T. S. TJH c. ac RW wNc ra.: S- 2151 xi 6 of 8 4.563' 1.063' !-- I Ir7 n L 20 21 3 woo0 FRAME FINGER JOINTED PONOEROSA PINE 28 ILL 094 x4 STEEL DOOR HING£ N j--1.077"--{ t ZalI 1.531' ---- a2 Lel girl 1 •.\ 1. i - f i 1.845' --- r•-- 1.284" --'j o N Oi EC TOP RAIL WOOD COMPOSITE 1.077" - r{ 7 1.531 --i36ennrreaieuKIMFSTILF FINGER JOINTED PONDEROSA PINE 1.264" - 0 N n n II O N O FC LATCHH c1nF SnLE COMPOSITE n n Rot 7— nTo N O O L --1 fs, WO00 HINGE SIDE STILE 5.75" inin T1 N O WO FC O BOTTOM RA4 ene ertuiSTING CAJOLE THRESHOLD WOOD COMPOSITE ALUMINUM, NYL 5. ,WAI 1; 19 080' THK. WALL VINYL TYP. L -- 1.s31 • --j 1 a . r _BOTTOM RAIL 11 W000 COMPOSITE v? AM W U z 2.375" I SOWING ca+suunxTs. .c 813.664.3831 af ,0e 10 01 SCAM,* SCAN.T.S a;, er: TJH W RW L23-T 30 SOD I OCK FINGER JOINTED PONDEROSA PINE oa, uW, NO.: 5- 2151 sNm 7 a 8 I nKRROASX ODOR SKIN ,t10- NW. Tw F16FR = BY TNERLN-TRU •ilh Vim Aw4m F min 6.000 FIBERGLASS T 1 x -TRU wmmCOMPOS WOOD COwwr 1.531 x 1.209 NOOO OxIPOSRE 4 1, 1 x R 1.531 x 1.Y5 TFERW-TRU M000 COW+OSIIE POLYURETHANE FOAM 1.91bs: WOOD MODD E 7 skm REACH COMPRESSION THEIts p -1KV FOAML - 4 x 4 H1 .0 7 THK. RMTRA—U 57 10 110It 1 Frame 11 SISMRQ 1511 x jr new-TRU ovum 1 1 14 1 1 x G. PFH x 2 1 2, La. PFH 1 T N AN H R MIN, . I TT M T 90 E VINYL L TEFL VINYL 16 1 2x INNERWOOD BUCK 1 4 HIM MATERLAL WOOD WOOD la KWIK TR 700 SERIES PA55AGE LOCK 1to W00 1 x . If _' 24 KWIK AN 700SERIES DEV-SOLT— if W 68 .0 2 WALLVLuM. 606 -T N UlA FCWDCM OWI1.183 1.53t WO 0 7 18 x 1 G PANH SHE METAL SCR ODOR TTON SWEEP STEEL WOOD 30 31 FUSS III= LOOK BLOCK x 1.515 PONDEROSA 1. 83 x 1. I W W000 C011POSITE K.CELL" GLAZING TAPE S K-II APFRAMEMBTS 1.563 If 1.25 BLANK 4W8 -TRV PONDEROSA PME 143I If .656 P0/1l1EM PMf 7 1 x l 4 PFH D SCREWS7 E Ril1R7PISJI .!N 1NE-Od! IOOO 4 41 I k I C N 1 x 1 1 P R FOR ITEM 4 TOP R RAl 13J1 x . POI8ERO6/ PNE WO 4 1 Illy x 2 LuPFH w00 SC 1.531 " q L 38 '^ Si TOP RAIL WOOD COMPOSITE r— 1.316" 592" N I QQ J- O—{ .179 N N W IP FOAM CELL CORE W NYL JACKET 3" N N 1 .579" 01 O7 .1771" BYY(11ypRTHERMA—TRUaONWATHRSTRIPFS FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357' DIA. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WWWAMU cc I ar H SIDE qll F COMPOSITE ASTRAGAL HAS n (2) 8.0" BOLTS A BOTTOM 2) 8.0" BOLTS O 70P rj 1.767" WINDJA4IBER 11 WR68T 24 ASTRAGAL (ALUMINLI 052* WAIL TYP. ) 3 TRarAL RETAI.IA WAAST k It YELLOW CHR0 A E n O 00 mO SLd In OIn Q UJ 3Q00 w CL 4 W eutwmoNAVlTMR3. INC 813.644.3631 rn: 1JI rn: RN Nc o: S-2151 8 or _ JUN-21-2002 09=52 MILESTONE WINDOWS 407 323 9729 P.e2 S I9'C1 Drudeis 3une 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 3une 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 Q.e., buck thickness less than 1 1h') 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-structural attachments when the window, door or mullion is installed using 'a 3/16' concrete screw with a minimum embedment on 1 %'Y. Concrete Masonry Units should have a wall thickness of 1 MV and a precast sill's thickness will exceed 1 '/s'. The drawings dearly delineate the requirement that a minimum embedment depth of 1 ti4' 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 '/a'. Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as '-JLX 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 JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 The attached table lists all Florida Extruder drawings in the Orange countyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert I Amoruso, PE ramoruso-ye0i'loridaextruders.c6m Florida PE License No. 49752 Florida Extruders Intemational, Inc_ Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G15-23.001, F.A-C A rubber stamp seal was also applied to fadlitate reproduction for orange County Building Division Masterfile scanning. nle: 2M-UR-Rl-009 J. A iFIC,q,: jo 7,1 2540 Jewett Lane, SanEortJ, FL 327y7L-160p • (407) 3323-3300 • Fax (4Ef7) 322-3337 2 3' bath to roof w/fan bath duct roof cop fan 1114 dryer wall cap s.af 942"m INO 12x12 2wcd 14'x10' KITM 275 9• dim= 9MIK 4' s 35 4' Twcyd a8x4 5 OrryM1GRm I IqW 1Oxl0 4wcd 10, 125 ti7 1 i{ jf t 1Ox10 4wcd I j 7125 rwK.als 1 aU212Y Mltlll/ - I l; 1 i 3• LW— FJKY0 K 12x12 Iwcd 225 30x18 rag 9ft 2—CMGARAM sus 3' both duct to roof cap w/fan Z_k 3.5 TON W/IOKW @240V IPH 18x13 pten 24x14 rad ptetforn by bidr Must have a minimum ctearance of 4- inches around the air handier per the State Energy code. AU duct has an r=6 insutation vatue. 16l x r o Ko. 1 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL Rating J O i 06 hh s, E v u CV CO ahL — 1 Qi Is Utom Z N ku W W O 0 O El U Q f Ln V) W X W J LL oQ W CC) 0 W U Q CD O V m w J Q Cl 7- LU Q ma_—iU)00 O Q of INC BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS I 0 --/ STUCCO ) BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) WI DOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. COL. PERIMETER CAULK BY OTHERS a CAULK BETWEEN B.W. WOOD BUCK & (BUCK WIDTH) MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS 1-t/4' MIN. CA EMBEDMENT INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REQ'D. 1/ 4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL c Q d BY OTHERS NOTES: SECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4". D 2) WINDOW FRAME MATERIAL_ ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. FEXTERIOROFWINDOWFLANGE. 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 E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY_ 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH I8 SCREWS &- SUFFICIENT LTH. TO PROVIDE AKIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATIONSERIESSINGLEHUNGS. SHIM AS REO'D. R[GID VINYL 1/4' MAX. GLAZING BEAD ( SEE NOTES) TYPJ GLASS _ TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE a WOOD BUCK W.W. WINDOW WIDTH) SECTION B-B W.W. 1-t/4- MIN. EMBEDMENT d STUCCO BY CTHERS v PERIMETER j.` CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS CONCRETE OP MASONRY OPENING BY OTHERS mod• 7, e. E K I I) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A SUFFICI NT TWOLENGTHBY W0d0 BUCK. U3/ - l o SCREWS OF VIEWED FROM EXTERIORSUFFICIENTLENGTHTOACHIEVE1-3 8" MIN, EMBEDMENT AT All INSTALLATION FASTENER LOCATIONS L TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30P5F TO 40PSF 41 PsF TO 70PSF 30PSF TO 40PSF 41 PSF TO 70PSFSIZESIZE 12 18 t /8 X 25 6 8 F,G F.G F.G F,G 13 18 1/8 X 37 3/8 8 8 6 F,G F,G 14 18 1/8 x 49 5/8 8 8 F,G F,G 145 18 1/8 x 55 1/4 8 8 F.G F.G 15 18 1/8 X 62 6 8 8 F.G F.G.H.i 16 to 1/8 x 71 6 8 F,G F,G,J,K 17 IS t 8 x 83 B F,G F'G 1H2 25 1/2 x 25 6 8 F.G F.G IH3 25 1/2 X 37 3/8 6 8 F,G F,G,H.1 IH4 25 1/2 X 49 5/8 8 B F,G F,G,HJ 1H45 25 1/2 X 55 1/4 B B F,G F,G,Hi IH5 25 1/2 X 62 8 8 F,G F,GH,I IH6 25 1/2 x 71 6 B F.G,J,K F,G.J.K 1H7 25 1/2 X 83 8 30 1/2 x 26 29 1/2 x 25 8 8 8 B FG F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B F.G F,. G 30 1/2 x 50 5/8 29 1/2 X 49 5/8 8 8 F G F,G,H,1 30 1/2 x 56 1/4 29 1/2 X 55 t/a 8 B F G F,G,Hi 30 1/2 x 63 29 1/2 X 62 8 6 6 F, . F,G,H.{ 30 1/2 x 72 29 1/2 X 71 6 8 F,G. H.1 F,G.J.K 30 t 2 x 84 29 1/2 X 83 82236X258 F,G 23 36 x 37 3/e 6 8 F,G F,G,H,I 24 36 X 49 5/8 B B F G F.GHi 245 36 x 55 1/4 B 8 F,G.H,1 F.G,H,1 25 36 x 62 36 X 71 B 8 F.GH,i O.E.F.G H,I 26 27 36 X 83 8 8 F.G,J.K F.G.H.I.J.K 42 x 26 41 X 25 8 B B 8 F,G f,GF1,1 42 x 38 3/6 41 x 37 3/8 8 8 F,G F,G,H,1 42 x 50 5/8 41 X 49 5/8 B 8 F, F,G H,I 42 x 56 1/4 41 X 55 B 8 F,G,H.I O,E.F,G,H,1 42 x 63 41 X 2 8 B F,G,H.1 O,E,F,G,H,1 42 x 72 71atx71 41 X 83 8 8 F.G.J.K F,G.H,I,J.K 42 x 84 48 x 26 47 X 25 B A,C F,G F,G F.G.H i 48 x 38 3/8 47 X 37 B B A. F,G F.G.H.{ 48 x 50 5/8 5/ 8 47 x a9 S/8 B a,C F,G,H.I F.G,Hi a8 x 56 rJa a7 X 55 1/4 B A.0 F,G,H,1 O,E,F,G,H.1 48 x 63 47 X 62 47 X 71 8 a.0 F,G,H.1 O.E,F.G.H,1 48 x 72 47 X 83 a FGJK DEFGHIJK 48 x 84 52 1/8 X 25 8 A,C F,G F,G F.G F,G.H I32 33 52 t/a x 37 3/8 8 A.0 A F,G,H.1 F.G.H. 34 52 1/8 x 49 / 68 C A,C F.G.H,1 D.EF,G.H.1 3a5 1sz1/8 x 55 /4 B A,C F,G,H.1 O.E.F.G.H.1 35 52 1/8 X 62 B A,C F,G,H.1 O.E.F,G.H,t 36 52 1/8 x 71 8 A,C F.G.J.K I O.E.F,G,J.K,J,K 37 52 1/8 X 83 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. INTERNATIONAL, INC J FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 1500 & 2000 EY: B B APPROVED BY: i f i 09/0I scALI;: NTS DWG-= FLEX00 16 PREPARED BY: PRODUCT' do APPUCATION ENGINZERING. INC., 250 INTERNATIONAL PKY., SUITE 250. HEATHROW, FLORIDA "32746 SHONE. 407 805-0365 FAX 407 805-7366 II CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR 8 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT SHEATHING BY OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS 1' MIN. EMBEDMENT TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) Ll ----A I/4' MAX. SHIM SPACE GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAME HEADER FIN TYPE WINDOW FRAME SIWRBLE SILL STOOL BY OTHERS WINDOW WIDTH 1/4' MAX. SHIM SPACE TWO BY WOOD SHIM AS REO'D. STUD BY OTHERS SEE NOTES) NTP' NADW 1 s 11, GLAZING (T) SEE NOTES) FIN TYPE WINDOW FRAME JAMB WINDOW WIDTH A e 24' O.C. MAX. (TYP.) WINDOW HEIGHT — i INSTALLATION ANCHOR \ TWO BY WOODa8WOODSCREWjjjBYOTHERS STUCCO f BY OTHERS - r CAULK BETWEEN WINDOW FIN SHEATHING J SHEATHING BY OTHERS 1'MIN. EMBEDMENT 7— SECTION A —A z, SPACE TYP.) L MAX. TYP.) 6' MAX. (TYP-) ELEVATION VIEWED FROM EXTERIOR I' MIN. EMBEDMENT SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING PERIMETER INSTALLATION ANCHOR CAULK. u8 WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION B—B NOTES 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF I. INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. w DESCRIPTION DATE IN I FLORIDA EXTRUDERS INTERNATIONAL,'NC. SANFORD, FLORIDA TITLE:INSTALLATION DETAIL W/#8 SCREWS SINGLE HUNG FIN WINDOW — SERIES 1000,1500, & 2000 DRAWN BY: BB APPROVED BY: DATE: 12/ 13/0I SCALE: N. T. S. DWG.:FLEX0026 SHT 1 OF 2 rro.0 rinuR, o—, cntTC P n WrATW;?nv r, nRiDA 32746 PHONE 407 805-0365 FAX 407 B05-0366 FIRLVAKLU Of: rrcuuUt-I 16 NrfUln,1 P• uwa •..••.. ...— INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN HEAD & SILL EACH JAMBCALLWINDOW UP TO 70 PSF UP TO 70 PSFSIZESIZE 2024 23 1/2 X 27 1/2 2 2 22030231/2 X 35 1/2 2 32038231/2 X 43 1/2 2 32040231/2 x 47 1/2 2 32044231/2 X 51 1/2 2 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 22430271/2 X 35 1/2 2 2438 27 1/2 X 43 1/2 2 3 32440271/2 X 47 1/2 2 2444 27 1/2 X 51 1/2 2 3 32450271/2 X 59 1/2 2 2460 27 1/2 X 71 1/2 2 4 2470 27 1/2 x 83 1/2 2 4 2824 31 1/2 X 27 1/2 2 2830 31 1/2 x 35 1/2 2 2 2838 31 1/2 X 43 1/2 2 3 2840 31 1/2 X 47 1/2 2 3 2844 31 1/2 X 51 1/2 2 3 2850 31 1/2 x 59 1/2 2 3 2860 31 1/2 x 71 1/2 2 4 2870 31 1/2 x 83 1/2 2 4 3024 35 1/2 x 27 1/2 2 3030 35 1/2 X 35 1/2 2 2 3038 35 1/2 x 43 1/2 2 3 3040 35 1/2 X 47 1/2 2 3 3044 35 1/2 x 51 1/2 2 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 43 1/2 x 43 1/2 3 3 3840 43 1/2 X 47 1/2 3 3 3844 43 1/2 X 51 1/2 3 3 3850 43 1/2 x 59 1/2 3 3 3860 43 1/2 X 71 1/2 3 4 3870 43 1/2 X 83 1 2 3 a 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 4070 47 1/2 X 83 1/2 1 1 1 4 INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB UP 'TO 70 PSF UP TO 70 PSFSIZESIZE 12 18 1/8 x 25 2 2 313181/8 X 37 3/8 2 314181/8 X 49 5/8 2 31-45 ' -.•1 18 1/8 x 55 1/4 2 15 18 1/8 X 62 2 4 416181/8 X 71 2 17 18 1/8 x 83 2 4 21H2251/2 X 25 2 31H3251/2 x 37 3/8 2 31H4251/2 X 49 5/8 2 31H45251/2 X 55 1/4 2 1H5 25 1/2 x 62 2 4 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 3301/2 x 38 3/8 29 1/2 X 37 3/8 2 3301/2 x 50 5/8 29 1/2 X 49 5/8 2 3 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 4301/2 x 63 29 1/2 X 62 2 4301/2 x 72 29 1/2 X 71 2 4 30 1/2 x 84 29 1/2 x 83 2 22 36 x 25 32336x373/e 2 2 32436x495/6 324536X551/4 2 42536x622 42636x712 27 36 x 83 2 4 42 x 26 41 X 25 3 342x383/8 41 x 37 3/8 3 3 3 42 x 50 5/8 4t x 49 5/8 3 342x561/4 41 X 55 1/4 442x6341x623 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 448x6347x623 448x7247x713 448x8447x831 232521/8 X 25 3 3 33 52 1/8 x 37 3/8 3 334521/8 X 49 5/8 3 3345521/8 X 55 1/4 3 435521/8 x 62 3 36 52 1/a X 71 3 4 37 52 1/8 X 83 3 4 REV p- AIL Es R N DATE INI FLORIDA EXTRUDERS INTERNATIONAL, SAN ORD, FLORIDA y TITLE: INSTALLATION ANCHOR CHART SGL. HUNG FIN WINDOWS - SERIES 1000 1500 & 2000 DRAWN BY:BB APPROVED BY: DATE: 12/ 18/01 SCALE: NTS DWG:: FLEX0026 SHT 2 OF 2 010 S.K. — JAME Y x 2 n _ ,•''L'1 VBE ,iIIL_T,,3N J.A.i•,E e-yp ) 2 SELF T AF_Z ;` S.1A mac_ .T\IT.^. ,I•. _`: ePPIIN im,s LQ 1 tVi i i—A i L 1 X c//?Ei x ii6 TUP; MULL IPIN Ji wIH :I VF:) t n.n c H. JAMB CTYr:) TAPPINkE SMS n0 X 1/s sc I SEALAii f BETWEEN WINDOW FLANGES MUL'•_ ION 1-1/? SELF- TA..r'PING SMS 5%C T a—,, t ,5) TUEE Kit I/ ON IG0rji S:±'1. A loco S.N: JAM3 : Y 8 x 11/2 SELF TA PIING SMS SEALANT SET`vfE_E': WINDOW FLANGES MULLijN G. n -1 '2 SELF X. 2 X 3/8 1 a TA rfitiU S,s T SEA A T 2_T1w 7- N I L: X c L $L_; TAPPING SMS tiAT X 3/8 SJUal J.1. _ 1 JAMB (T Y2,) c, v 1-1/2 ScL=- i Sc` ANT bETWEEN TAOpIl`<; SiMS vriNDi `;i FLANGES 3 M-ULL"'N cam: iT: APPING SMS 1 ! !j E MULLIGN T" r Fr_NTRMJ iE ;( i/2 SELF f r3 if9.. .Cs S SEALANT cE7<rE24 WINDOW i ''-ANG=S 48 X I -ii'2 SELF ai'="al; SMS ONE EY `„!U0,;-- i 1/ 'MIN: 4 i li T AtFFING c-f,r SEALANT BE -TEEN 1T.Nlic-I'vif FLANGE'S MULLICh Qnl A/- 0 DE_ TAIL E —1 Y \ i i i A J`Y l; r rONrtPETE' OR MASONRY 4 S r? art: iu'r 4:ia.. "K 31. XTSRNAL HU; ON i0N TO r ONC FE .:,. EAre - i rfiPli ES I..l-HEADU SC SILL WHER i x ra A R i r '!! ,: •Hale Ae.'- USED' n f ti tJ:.. h?i e_i.-ivl'c.: AEA_ USED' v` t.`i!L B 1 iINSTALi AT?1. ANCHOR r-TA, TAP -ON j SCRE`v.' ANCHOR CTYam.) I 1 SL L CLIP 1 1 /4a n4. Q ttl3EitHE N PR ; AS Ss© B OTHERS R 4jlD'TTQNAL ANCHORS.; El' If EEE:--- f 1j; TAIL R ESE`Ai iU. d FLORIDANTERNATIONAL, INCLORLDAEXTRUDERSSANFORD, FLORIDA TITLE: S r EH T 1 F SEi= 0 rE R S i DE < S H r ET GP ?) FOR RE SSC;RE CAPAC I T I S DRAWN BY: !''': S E APPROVED BY: DATF %a ; 1 ;` SCALE: 'j T DWG.: I VIM, l_ r norcclIDC' fAPArlTIP"S SERIES 1 UUU 1 Z)UU r LAlvhc Y cI 1 1\.HL vL.v. • •••.•,..• _ - CAPACITY i CAPACITY ;CAPACITY !CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY WINDOW i WINDOW 1 X2X 1 /8 CAPACITY 1 X2X 1 /8 CAPACITY 1 X2X3/8 CAPACITY 1 X2X3/8 CAPACITY 1 X2 7/16X1/81 X2 7/16X1/81 X2 7/16X3/8 1 X2 7/16X3/8 f X4X 1 /8 MULL ;TUBE MULL 1 X4X 1 /8 TUBE MULL 1 X4X3/$ 1 TUBE MULL 1 X4X3/8 : 2X4X3/8 TUBE MULL :TUBE MULL CALL TIP -TO -TIP ;TUBE MULL :TUBE MULL TUBE MULL2ANCHORS TUBE MULL TUBE MULL TUBE MULL :TUBE MULLORS4ANCHORSiANCHORS ! ORSANCHORSNAHAf3xAHA(4) TUBE 4 ANCHOR SECT. AHA(5) SECT. AHA(6) I SECT. AA(6) SECT. AAR7 SIZE SIZE 2 ANCHORS { 4 ANCHORS ! CT SECT. A -A 1 SECT. A 1) SECT. A-A(2) SECT A-A(2) ; SE O SECT SECT SECT A(4) Z-- - SECT 1 732.42 336.52 692.83 336.52 732.442 336.52 -' 732.42 _ 791.81 1187.72 791.81 1 187.72 4 1187.72 12 19 1 8 X 26 336.52 209.72 456.46!_ 209_72- 456_46 493.47 740.20 493.47 i 740.20 1740.20 3 19 1 8 X 38 3 209.72 T-'--- 1317.66 209.72 429.55 152.75 193.92 152.75 _ 271.83 359.41 539.12 359.41 -ji 539.12 539.134j8X5058131.23191 / / : - 131.23 ---_ 152.75 177.46 127. 29 135.81139.09 r - 135. 81194.97 319.55 46Q.17 319.55 479.33 479.3- 45 19 1/8 X 56 1/4 94.13 94.13?127.29 89. 2 89.2197.4897.48 y 119.85 136.64 282.02 423.03 282.02 423_03 423.035 ti191/8 X 63 65.9765.97 t -------- T--- r-...---- 64. 27 64.27 90.09 90.09 - 212.62 212.62 296.98 _ 296.98365.75 16 19 1 /8 X 72 j 43.49 -- 43.49 -__ 58.81 Y - 58 81-___ 36. 45 39.83 39.83 i 55 84- 131.79 f 31 79 184.08 Tom_ 184. 08 294.03 17 19 1/8 X 84 26.96 wi 26. 96 3 36_ 45-^ 55.84 572. 13 262.87__ 572.13 618.52 927.78 618.52 1927.78 1927.78 1 H2 26 1 /2 X 26 _ 262.87 t 572.13 262.87-- 541.20 _ 262.87 4 343.74 i 157.93 371.61 j 557.41 1 371.61 557.41 ti 557.41 1 H3 6 1 /2 X 38 3/&. 157.93 i 239.21 157.93 323.48 157.93 143. 71 i 13.20 L343. 74 201. 45 266.35 399.53 266.35 399.53 399.53 6 1 2 X 50 5 8 97.25 1H4 / / 97.25 -- 1 13.2Q T----- 131. 51 93. 89 113. 20 j 1 Q0.17 102.59 100.17 143.81 235.70 1 339.42 z 5.70 12, 1353.55 353.55 1 H45 fi 1 /2 X 56 1 /4 69.43 69.43 93.89 i 65.51 171.58 71.58 188.01 100.34 207.10 236.83 I 207.10 i 310.65 310.65 6 1 2 X fi3 48.44 1 48.44 - 65.51 - 42. 99 142.99 46.98 4 6.98 65.86 65.86 155.44 - 155.44 1217.11 12 i 7.1 1 267.38 1 H6 26 1 /2 X 72 _ 31.79 31.79 40. 64 40.64 i s95.93 95.93 133.99 133.99 214.02 1 H7 26 1 /2 X 84 19.62 19.62 26.53 i 26.53 1 28.99 28.99 22 t ! 37 X 26 216.75 471.75 216.75 471.75 j 216.75 - 1:471.75 0 E 216.75 1 122.22 471. 75 266. 00 1510 1287. 57 j 765 1431. 36 510 1287. 57 765 431_ 36 j 765 1431. 36 23 37 X 38 3/ 8 ; 122.22 185.12 122.22 250.32 122.22 _ 2 F 1 151.9 f_ j 240.86 i 301.29 1200.86 301.29 3 01.29 24 r37 X 50 5/8 -i 73.34 73.34 _ 85.36 - 99.17 70. 28 85. 36 74. 98 08. 37 176. 79 85. 36 74. 98 107.65- 176.43 s 176.43-264.64 I264.64_ 245 7 X 56 1 /4 51.97 51.97 _ 70.28 _ 153. 21 IT65.43 74.59 153.96 254. 07 176. 06 153.96 1230.94 230.94 25 f 37 X 63 ; 36.01 36.01 1 -- 48. 70 48.70 S3.21 534. 69 34.69 i 48.62 48.62 1114.76 11 14.76 1 131.61 16 0.30 197.41 26 37 X 72 23.47 123.47 114. 39 31. 74 31.74 19. 46 j 21.26 i 121 `.' 26 T29.81 i 70.36 70.36 198.27 j 98.27 156.97 27 37 X 84 ' 14.39_ 19.46 -+--_ 1191. 61 91.61 417.04 1- 29.81 191. 61' J 7.04 450.85 676.28 j 450.85 676.28 1 676.28 32 53 1 /8 X 26 191.61 417.04 1394.49 1-' 214.14 38-•. 2 4.14 231.50 347.25 231.50 347.25 347.25 33 3 1 /8 X 38 3/8 98.38 5/& f 49.02 56. 23 j 98_38 65. 45 201. 51 76. 04 j 98.38 65. 45 183.09 116.d7 = ; i_94.00 __ 231.01 - 154.00 231.01 231.01 34 3 1 /8 X 50 56.23 58. 10 565_ 45 56. 73-# 81.44 133.48 192.22 133.48 1200.23 Ii 200.23 345 3 1 /8 X 56 1 /4139.32 39.32 53.17 rt 53. 17 56.73 1 39.78 148.91 j 1r5.08 131.60 1 f 15.08 172.63v 172.63 35 53 1 /8 X 63 __: 26.92 26.92 36140 23. 45 36, 40 23` 45 39. 78 125. 62 125.62 135.92 155. 76 _ 35. 92- 184.77 - 8 4.77 97.21 118.41 1145.82 3fi j 53 1 /8 X 72 17.34 17.34 t 14.21 15.53 15.53 21.77 21.77 51.39 51.39 71.78 71.78 1120.81 37 X 84 10.51 531 /8 i 10.51 14.21 SERIES 1.000 & 1500 FLANGE VERTICAL r FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES y r e r TTTT: Lr Nv_-yLs r.«L SHEET 2 OF 2 ERT I; - R, , r , NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON END. f DRAWN BY:. j APPROVED BY: FASTENERS REQUIRED AT EACH B) DESIGN PRESSURES GIVEN ARE FOR 1.5 1 - n-f • C A X ni'. CCI -9f,0 .,. DATE:O? i :` r SCALE:r-U! D1 G.: Vi 1 L Fi 2 1000 S.H.• I X 2 X 1/8 1000 S.H. JAMB (TYP J TUBE MULLION JAMB (TYP.) 8 X 1/2 SELF TAPPING SMS L SEALANT BETWEENWINDOWFRAME MULLION 8 X 1-1/2 SELF TAPPING SMS . SECTION A —A (1 ) 1 X 2 7/16 X 1/8 1000 S.H. TUBE MULLION 1000 S.H. JAMB (TYP.) JAMB (TYP.) 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME MULLION 8 X 1-112 SELF TAPPING SMS SECTION A —A (3) 1 X 4 X 1/8 TUBE MULLI N JAMB 1000 TY ) I I I I JAMB B( TYP.) 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A —A_ (5) 1X2X3/8 TUBE MULLI N 8 X 1/2 SELF TAPPING SMS 2X4X3/8 SEALAN7 BETWEEN TUBE MULLION WINDOW FRAME MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A —A (2) 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYP.) r-- TUBE MULLION 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN # 8 X 1-1/2 SELF, WINDOW FLANGES WINDOW FRAME TAPPING SMS & MULLION MULLION SECTION A —A (7) 8 X 1-1/2 SELF TAPPING SMS DETAIL C SECTION A —A (A- N 1X4X3/8 Y' TUBE MULLION • FLOC a F. A TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8' MIN. EMBEDMENT SHEATHING INSTALLATI N ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION , APPLIES TO HEAD & SILL WHERE I" X 4" 2" X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE 1" X 2" 1" X 2 7/16" TUBE MULLIONS ARE USED 8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL B #8 wo D scREw TYP.) SILL CLIP 1 1/8' MIN. EMBEDMENT SHEATHING I I WOOD FRAMING AUXILIARY PLATE FOR ADDITI NAL ANCHORS, WHEN REQUIRED) Q o_o 8 SELF TAPPING SMS (TYP.) -\- DETAIL B MULLI N 8 X 1/2 SELF ELEVATION SJ+ TAPPING SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD, FLORIDA TITLE: SER. 1000/ 1500 F I N SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEALANT BETWEEN WINDOW FRAME SEE OTHER SIDE ( SHEET 2 OF 2) FOR MULLION 1 OU DESIGN PRESSURE CAPACITIES 8 X 1-1/2 SELF TAPPING SMS DRAWN BY: M S H APPROVED BY: SECTION A —A (6) _ DATE: 2/6/02 SCALE: NTS DWr-.: I VMF I N e r r+r T1r n 19 nIT1rC SERIES 1000 & 15UU 1-114 VtK I IL.AL. ULZM-7N r'Rr-33vRF- i a I'- J WINDOW CALL SIZE WINDOW TIP -TO -TIP SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A a CAPAC#TY 1 X2X 1 /$ TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPAC#TY 1 X2X3/$ TUBE MULL 4 ANCHORS SECT. A -A 2 APAC#TYC7/16X1/8 TUBE MULL 2 ANCHORS SECT. A -A 3) CAPACITY 1 X2 7/16X1/8 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/f 6X3/8 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY X2 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 /$ TUBE MULL 4 ANCHORS SECT, S.A-A 5 CAPACITY 1 X4X1 /8 TUBE MULL t6ANCHORSSECT. A-A(5) CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6) CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/ 8 TUBE MULL 6. ANCHORS SECT. A-A(7) 201. 83 125. 78 91. 61 81. 45 71. 88 62. 15 52. 64 403. 67 - 251. 57 ,. 183. 23 162. 91 135. 52 89. 35 55. 38 403. 67 251. 57: `° _. 183. 23 162. 91 143. 77 124. 30 105. 29 605. 50 377; 36. 274. 84 244. 36 215. 66 186. 46 128. 92 403. 67 251. 57 183. 23 - 162. 91 143. 77 124. 30 105. 29 605. 50 377. 3,6 ,- . 274. 84 - 244. 36 215. 66 186. 46 157. 94 605. 50 377. 36 274. 84 244. 36 215. 66 186. 46 157. 94 12 18 1 /8 X 25 18 1/8 X 37 3/8 18 1 /8 X 49 5/8 8 1 /8 X 55 1 / 18 1 /8 X 62 18 1 /8 X 71 18 1 /8 X 83 201. 83 125. 78 91. 61 81. 45 65. 16 42. 96 26. 63 403. 67 251. 57` 129. 63 92. 98 65. 16 42. 96 26. 63 261. 83 125. 78 91. 61 81. 45 71. 88 59, 13 36. 65 403. 67 251. 57 178. 41 127. 97 89. 68 59. 13 36. 65 201. 83 125. 78 91. 61 81. 45 71. 88 62. 15 39. 11 403. 67 251. 57 183. 23 136. 55 95. 70 63. 09 39. 1-1 13 14 145 15 16 17 157. 66 94. 72 67. 89 60. 08 52. 79 45. 43 38. 32 315. 32 189. 44 135. 79 120. 16 99. 52 65. 32 40. 31 315. 32 189. 44 135. 79 120. 16 105. 58 90, 87 7664 - 472. 98 284. 17 203. 68 180. 24 158. 37 136. 31 93.$ 4 315. 32 189. 44 135. 79 120. 16 105. 58 90. 87 76. 64 472. 98 284. 17 203. 68 180. 24 , 158. 37 ` 136. 31 114. 96 472. 98 284. 17 203. 68 180. 24 159. S7 136.: 31 11496 1 H2 25 1 /2 X 25 5 1 /2 X 37 3/ 5 1 /2 X 49 5/ 5 1 /2 X 55 1 / 25 1 /2 X 62 25 1 /2 X 71 25 1 /2 X 83 157. 66 94, 72 67. 89 60. 08 47. 85 31. 40 19. 38 315. 32 189. 44 96. 07 68. 58 47. 85 31. 40 19. 38 157. 66 94. 72 67. 89 60. 08 52. 79 43. 22 26. 67 315. 32 189. 44 132. 22 94. 39 65. 86 43. 22' " 26. 67 157. 66 94. 72 67: 89 60: 08' 52: 79 455. 43 28. 46 315. 32 189. 44 135. 79 100. 72 70. 28 46. 1 - 28. 46 1 H3 1 H4 1 H 45 1115 1116 1 H7 130 73. 30 51. 20 44. 97 39. 24 33. 54 260 146. 60 102. 40 89. 94 73. 98 48. 22 260 146. 60 102. 40 89. 94 78. 49 67. 09 390 219. 91 153. 60 134. 91 117. 73 100. 64 260 146. 60 102. 40 89. 94 78. 49 67. 09 390 219. 91 153. 60 134. 91 117. 73 100. 64 390 219. 91 153. 60 134. 91 117. 73 100. 64 130 73. 30 51, 20 44. 97 39. 24 33. 54 260 146. 60 102. 40 75. 39 52. 24 34. 05 ` 22 23 24 245 25 26 36 X 25 6 X 37 3/8 36 X 49 5/8 36 X 55 1 /4 36 X 62 36 X 71 130 73. 30 51. 20 44. 97 35. 57 23. 19 260 146. 60 72. 44 51. 33 35. 57 23. 19 130 73. 30 51. 20 44. 97 39. 24 31. 91 260 146. 60 99. 71 70. 65 48. 96 31. 91 27 36 X 83 14.21 14.21 19.56 19.56 20.88 20.88 -29.56 " - '29.M 56.21 68.83 56.21 84.32 84.32 32 52 1 /8 X 25 114.92 229.84 114.92 229.84 114.92 229.84 114.9Z 2Z9.84 - 229.84 344.77 229.84 344.77 344.77 33 2 1 /8 X 37 3/8 59.01 118.02 59.01 118.02 59.01 118.02 59.01 118.02 118.02 177.03 118.02 177.03 : ; 177.03 34 2 1 /8 X 49 5/ 39.25 55.54 39.25 76.45 39.25 78.51 39.25 ' 78.51 78.51 117.76 78.51 117.76 117.76 345 2 1 /8 X 55 1/4 34.02 38.84 34.02 53.45 34.02 57.04 34.02 68.05 b8.45 102.07 68.05 102.07 102.07 35 52 1 /8 X 62 26.59 26.59 29.33 36.60 29.33 39.05 29.33 55.30 58,67 88.00 58.67 88.00 88.00 36 52 1 /8 X 71 17.13 17.13 23.57 23.57 24.78 25.15 24.78 35.62 49.56 74,34 49.56 74.34 74.34 37 52 1 /8 X 83 10.38 10.38 14.29 14.29 15.25 15.25 4-_ : 20.53 21.59 41.06 50.27 41.06 61.59 - 61,59 R nrrAoxAL, INC SERIES1000 & 1500 FIN VERTICAL `' FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES _ -- SHEET 2 OF 2 -IT=: DES ION PRESSURE CAPACITIES F I N NOTE: A) NUMBER OF ANCHORS NOTED FOR #8 SCREW S FEE 2002. VERTICAL MULLIONS - SER. 1000 & 1500 FASTENERS REQUIRED AT EACH END. DRAWN BY: .JBH APPROVED BY: Bj DESIGN PRESSURES GIVEN ARE FOR 1.5 X nvpv.n inr_ ins I QrAT V- 1 11M1' T NJ Pr P t SHEATHING BY OTHERS STUCCO _ OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'O'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING i 1i 11 61- # 6— SLIDING GLASS DOOR FRAME SILL 7 4 INSTALLATION ANCHOR 8 SCREW TWO BY WOOD BY OTHERS F1/4' MAX. SHIM SPACE 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENT d A 1-1/4' MIN. 6 a a D D LIBERALLY APPLY l CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -A F DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB zTEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE TWO BY WOOD 1-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS I HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 8 SCREW r CAULK BETWEEN DOOR FLANGE a SHEATHING L- SHEATHING BY OTHERS TEMPERED GLASS — STUCCO TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK EXTERIOR ELEVATION 2 PANEL DOOR SHOWN INSTALLATION ANCHOR WOOD RS ULK BETWEEN IOK STRIP L 1EATHING 1-1/8' MIN. EMBEDMENT HOOK STRIP DETAIL NOTES I) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) a8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN, 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB i SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REO'D. AT EA_ SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'X• REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION SECTIONS 'A -A', 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN, THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTION DATE INI FLORIDA RIND R S SpNFORII FL. -y TITLE. SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: ATE: 12/17/01 SCALE: NTS jDWG #FLEX0027 SHT I OF PREPARED BY- PRODUCT L APPLICATION ENGENEERING. INC.. 250 INTERNATIONAL PxvY.. SUITE 250. HEATHROv, FLORIDA, 32746. 447-805-0165 FAX 407-805-0366 8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR UP To 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO 70 PSF SIZE AND SIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 6 6 6 8 8 8 8 8 8 4 4 4 4 4— 44068XX, OX, XO 48 X 8T0 5068 XX, OX, XO 60 x 80 6 6 6 8 8 8 4 4 4 6068 XX, OX, XO 72 X 80 6 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 80 12 12 12 10 10 10 5 5 5. 5080 XX, OX, XO 60 X 96 6 6 6 8 10 10 10 5 5 5 6080 xx, ox, XO 72 X 96 8 8 10 10 10 10 10 5 5 5. 8080 xx, Ox, X0 96' X 96 10 12 12 10 10 10 5 5 5 looso xx, ox, XO 120 X 96 12 12 12 12 6 6 6 50100 XX, OX, XO 60 X 120 6 6 6 12 12 12 6 6 7 60100 XX, OX, XO 72 X 120 8 8 8 12 12 12 6 7 8 1134 0100 xx ox, XO 96 X 120 10 10 0 8 8 8 4 4 4 9068 OXO 109 1/8 x 80 12 1 12 8 8 4 4 4 12068 OXO 145 1/8 X 80 14, 1. 4 14 8 8 2 4 4 4 15068 OXO 181 1/8 x 80 16 16 8 10 1010 5 5 5 9080 NO 109 1/8 x 96 12 12 12 10 10 10 5 5, 5 12080 OXO 145 1/8 X 96 14 14 14 10 10 10 5 5 15080 OXO 181 1/8 * 96 16 16 16 12 12 12 5 5 7 8 90100 OX0 109 1/8 X 120 1 12 12 12 12 12 5 7 8 120100 OXO 145 1/8- X 120 14 14' 14 12 8 8 4 4 4 9068 XXX 106 -5/8 X 80 1 1212 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 1 4 1414 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 1 6 1616 16 8 10 10 10 5 5 5 9080 xxx 106 5/8 X 916 I 1212 12 10 10 5 5 5 12080 xxx 142 ci /8 X 96 14 14 14 10 10 10 5 5- 5 15080 xxx 178 5/8 X 96 16 12 16 12 16 12 10 12 12 12 12 12 12 6 6 7 7 a 8 90100xxx1065/8 X 120. X 120100XXX1425/8 120 J —4 14 14 8 8 4 4 4 10068 Oxxo 119 5/8 X 80 12 12 12 8 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 is 18 18 8 b 10080 oxxo 119 t)/8 x 96 12 12 12 10 10 10 10 10 10 5 5 5 12080 OXXO 143 5/8 X 96 14 14 14 10 10 5 5 5 16080 DXXO 1) 1 5/8 X 96 18 18 18 10 12 12 6 7 8 100100 oxxo 119 5/8 X 120 12 12 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 14 14 12 12 12 6 7 8 160100 OXXO 191 5/8 X 120 79 18 18 19 12 8 T— 4 4 4 10068 XXXX li/ 1/4 X 1-2 12 12 8 8 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 12 16 16 10 10 10 5 5 5 10080 XXXX 117 1/4 X 96 12 12 12 10 10 5 5 5 12080 XXXX 141. 1/4 X 96 14 14 14 10 10 10 5 5 5 1, 6080 XXXX 189 1/4 X 96 16 16 16 10 12 12 5 7 8 300100 xxxx 117 1/4 X 120 12 12 12 12 12 12 5 7 8 12- 0100 xxxx 141 1/4 X 120 14 14 14 12 12 12 5 7 160100 XXXX 189 1/4 X 120 16 16 19 12 1 ANCHOR NOTES: 1) FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. i4- FLORIDA EXTRUDERS INT. IN. SANFORD, 'FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENWNEEZ traKBB DATE, 12121101 DISCIPLINE; CIVIL SCALE' N.T.S. FLEX0027 FL. RM '40 47182- REV. LETTER! SHEET, 2 [ IF 2 F 1 AKIM 91;0a a VANGUARD/ FOX & JACOB GENERAL NOTES 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 -SITE 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 QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 3. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. .ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK, 5. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE 51DE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 115" = 1'-0". ALL I-iXll PLANS ARE DRAWN TO THE SCALE 115" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1.-0". ENGINEERED BY: VANGARD & Fox & JACOBS HOMES By IfE N T E X DE516N FARM" IETERS BASIC WIND SPEED = W M.PJ-I. (FASTEST MILE) 110 M.P.H. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 10 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0,18 INCLUDED IN DESIGN WIND LOAD) DESIGN! WIND LOADS - WALLS = +22 , -16 PSF ROOFS = + 20 , -20 PSF 30 PSF AT OVERHANGS) ORLANDO DIVISION fIZ I'l t lY ENGINEERING 407) 774-9003 FAX: (407) 774-8477 P. O. SOX 161613 PITPMOMTE SPR&GS, FL 32716 7W MAS J. ANO£RSON PEJ 47819 SHEET INDEX SHEET NO. SHEET NAME C — COVER SHEET Al — FOUNDATION PLAN & DETAILS, WALL SECTIONS A2 — FOUNDATION DETAILS, CONT. A1. 1 — FLOOR PLANS A3 — EXTERIOR ELEVATIONS A4 — ELECTRICAL/HVAC PLAN, INTER. ELEVATIONS, PLUMBING RISER DIAG., ELECTRICAL RISER DIAG. A5 — LINTEL DIAGRAM & TABLES A6 — FLOOR & ROOF TRUSS LAYOUTS NOTE: SHEET A6—A.1—'A' GABLE DETAILS) A6. 1 — STRAPPING SCHEDULE S1 — GENERAL NOTES & DETAILS S2 — CHIMNEY, STAIR, & REPAIR DETAILS S2. 1 — STRUCTURAL STAIR DETAIL S3 — OPT_ CVD. PORCH DETAILS, OPT. STAIR RAIL DETAILS AUG 11 O a m s IE X W c Z mm Ada wWoat O a 1L Dawn 6— by. 4-41e iq. chocked by-, W- 22-4t sheet: C at: Z S R-15 RNSUL. 1/2' DRYW/ DOUBLE 2X- TOP PLATE FIBE1 iLASS SHINGLES OVER Fa• FELT OVER 1/16' 058 OR 1,121 CDX W100D TRUSSES STRAPPED AS SNWN ON tRUSS LAYOUT P.T. DQ OVER IX8 CDR OVER 2X6 SUBF45CIA W CONT. ALLN'L VENTED SOFFIT DBL. 2X8 MEADER FOR 4'-6' MAX OPENW., DEIL. 2X10 HEADER FOR 5'-9" MAX OPENING Ot10. WINDOW WIT 2X WOOD STUDS R 161 O.G. W/ R-II 1NSIL. 1/8' 5TUCCO ON MTL. LATH OVER 15• FELT OVER146' OSB. OR 1/2' COX 2X BOTTOM PLATE ON 3/4" TIG PLYWOOD 2X4 COW. BAND BOARD FLOOR TR45 STRAPPED AS SHOWN ON TRUSS LAYOUT R-15 NSUL.- V!• DRYWAt DOUBLE 2x TOP PLATE 2X4 130TTOM PLATE OVER 3/4' T 4 G PLYWOOD — 1/2" DRYWALL OVER DO FURRNG 1/2' DRYWALL - OVER R-5 RNSIL. - LN7EL BLOCK W/1 • 5 BAR WINDOW WIT— PRECAST WITH (1) • 5 IX Pt. BTM. PLATE W/ V2"xe' 3-1/2' CON- eSL WHEN 6 FT OR GREATER AB. 32' O/C UVOERfES1 OVER PRECAST CON--. SILL 3-1/2' CONC. SLABOVER6MTLVAPORMMISER•IESM OVERBARRIEROVERTREATED, HAS. FNIS14 OVER OVER 6 MIL VAPORCOMPACTEDFILLCMBLOCKW/5 DOWELS BARRIER OVER TREATED, Cm I7 SHOWN LOCATIONS ON FOUNDATION PLAN COMPACTED FILLL C n n I. z I; GR ODE 3.5 BARS 20" Vj:WALLSECTION -_ FRAME OVER CMU TWO STORY 112' DRYWALL OVER IX2 FURRNG OVER I1, 15ULATION — 3" h' CONC. SLAB W/ FUBEIRNESW OVER 6 ML VAPOR BARRIER OVER TERT1ITE- TREATED, WELL COMPACTED FILL FIBERGLASS SHNGLES OVER IS• FELT OVER. 1/16' 055 WOOD TRUSSES STRAPPED AS 514OUN ON TRUSS LAYOUT PT. IX2 OVER DCB CDR OVER 2X6 SUBFA5CIA WJ CONT. ALUM. VENTED SOFFIT OBL. 2X8 HEADER UNLESS OTHERWISE NOTED ON PLAN WINDOW WIT 2X WOOD STUDS 6 16" OC, 1/ 8' STUCCO ON ML. LATH OVER 6•FELT OVER 1/16" 2X BOTTOM PLATE ON 3/4' TUG OS.B. 2X4 CONT. BAND BOARD FLOOR TRU55 STRAPPED AS ON TRJ55 LAYOUT LINTEL BLOCK W4 • 5 BAR LINTEL SCREEN MASONRY F94154 OVER CM) BLOCK CM BLOCK U YMBAR c SHOWN LOCATIONS ON FOUNDATION PLAN 1" GRADE 3 • 5 BARS • -2O" IN E WITF WALL SECTION— _FILLEDCELL—TWO STORY STEM WALL — SINGLE LINTEL 54NGLES OVER S' FELT OVER U6' OSB. OR V2• CDX SHOWN ON TRUSS LAYOUT DO P. T. OVER bcB CDR OVER 2X6 SUBFASCIA W/ C VNT. ALU It VENTED SOFFIT DBL. 2X8 HEADER FOR 4'-6" MAX OPENNG DBL 2X10 HEADER FOR 5'- 5' MAX OPENNG URO WINDOW WIT 2X - WOOD STUDS • 16'OL- W/ R-1 NStL, 1/8' STUCCO ON ML LATH OVER 6• FELT OVER 1/16' OSOB, OR t/ 21 COX. FLOOR TRUSS STRAPPED AS SHOWN ON TRUSS LAYOUT VM. IX - TOP PLATE D13L. 2XB WEAVER FOR 4'-6' MAX OPENNG, DBL. 2X10 HEADER FOR 5'- 9' MAX OPENNG UND. n D3I11 2x - WOOD STUDS • C. 16' O. WVR-II NSUL. 1 Z GRADE 20' 3 • 5 BARS WALL SECTIO__N__ - FRAME WCTWO STORY 4 CONIC. SLAB W/F18ERMESH R 6 L41LVAPORBARRIEROVERTREATEDCOMPACTED F0.L CMU n1 11 I, ` aGRADE 3 / 5 BARS G MONOLITHIC SLAB - CMU TWO STORY 3 1/2- CONC. SLAB W/ABERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL VARIES \ 3 / 5 REBAR CONT. 10• 10• AA DEPRESSED SLAB BEARiPIGW GARAGE TWO STORY 3\' CONC. SLAB W/FIBERMESR OVER 6 MIL VAPOR BARRIER OVER TREATED COMPARRIEFILL11 10- t t0- 3 / 5 REBAR THICKENED SLAB BB W BEARINGWALLCHAIRTWOSTORY 8> e LINTEL FILLED W AM5 CONE. t 1 1 VERTICALREBARSEE RAN SINGLE COURSE LINTEL 3/4-=1 - O- 3 • CONC. SLAB w/FIBERMESH 0 R 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL 1 / 5 REBAR CONT. GRADE THICKENED SLAB NON BEARING O ENTRY - CONC. PATIOS NON LOAD BRG, WALL I / 5 REBAR CONT, AL 3 i/ 2• coNc: V BARRIER OVER TREATED . COMPACTED FILL 8• Z DEPRESSED SLAB NON BEARING O GARAGE CORNER BAR MN. L 5 HORIZ. BAR WJ $7D. 1400K • 5 BAR cm CONC. FILLED TOP COl1R5E CHAIR BLOCK W4. 5 IF BLOCK UNDERFRAME LBR LINTEL BEAM REINFORCING FOUNDATION DETAILS & WALL SECTIONS - MONOLITHIC SCALE: 1/4" - 1'-0- I1\7-4 1 f\ I *WRICANE ENGINEERING 407) 774- 9003 ' FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PEI 47819 MAXIMUM SPACING OF FILLED CELLS IML fTED CELLS THAT CAN RE515T A IOO M.P.M. LOAD DESIGN HALL PRE591RE T = 22 PSF tiAXIFEM ALLOWABLE TENSION ON HOLLOW CORE IItITS 15 25 PS. i. - AL.i. 531 TABLE 10.1 SECTION PROPERTIC-5 8- PARTIALLY L;ROREO WALL = 95.43• ( MASONARY STPUCRRES AL.1; M = wPI /8, 5 = t-M-LX12/ 8>7 - 9543.1 = ICIA FT,. 115E 6-13• HORIZ. SPALtN6 - 9'-41 CFiuN6 fF5 = .3) USE 6'-0• HOMZ. SPACING - IO'-O• TO Iz-8' INC USE S'-O' FORIZ. SPACING - Q'-8" TOWt A00 LINTEL L V (0 -5CONT, Is 9'-4• F'T. /- 7/15 STRICTURE H1A5 BEEN DPSf NED TO i'EE THE 110 MPH. 3 4TD4FI u- WNRU LOAD OF THE STANDARD BIALONG CODE 200. U 0c 0 54 0 aLL W J J -- Z On- wo Zop: 000u EoZ< LL O u- p i 0) fa=$ C) izz CV fill b€ na erc tea. o- ais I 1 desi¢! sdbr d dra>.n bt! daw OesW dN>dad bf! aw• oars: aT 2a1 sheet Al Of_ ANCHORAGE BLOCK TO EXT. FRAME SHEAR STRENGTH )K CONNECTION (TYP. SPACING) TAPCON: 3/16" 0 12" 0 EXP. BOLT: 1/2" 0 48" 0. SHEAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT COIA. EMBEDMENT HOLLOW BLOCK 3/16" 1-1/2" 846 LBS. 1/4„ 1-1 2" 1075 LBS. J—BOLT: 1/2" 11 48" O.C* TEST REPORT H 150-20068/ PROFESSIONAL SERVICE INDUSTRIES,INC.SEE MFG. SPECS. FOR BIT SIZES & TECHNICAL INFORMATION I I EXPANSION BOLTS: RAWLS - PRODUCT LOCATION EMBED DfA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR RAWL-BOLT GROUTED MASONRY 2 5. 1/2" 1.5" 761 LBS. 1765 LBS. RAWL-BOLT CONCRETE 3" 1/2" 1 2.5" 1831 LBS. 2537 LBS. DETAIL DENOTES PIPE PASSING T"ROLJGP 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 PASSING THROUGH THICKENED SLAB UNDER SEE FOUNDATION PLAN FOR REBAR QUANTITY LCONCRETE FOOTER05REBARWITHINFOOTING (SEE FOUNDATION PLANW125" MIN. SPLICE OVERLAP FOR SIZE) TYPICAL FOOTING DETAIL z O U J_ Q F- W 0 z O H O z D O LL it YS S8€ 5 sb c E let O to F<< i g LE jilt Sts ssPF Y self w by. It by, d-0- J sheet A1.1 12003 of SH-25 SH-25 22/ -24) 0221 -24) EE112E55 % EE;RE-=6 HtF5 f1 Y u 6' RJT C1G D 4 CAFWU nRh q _ BEDf-d 13 BEDRM'2 : rRAT Cm 9coIFt.R8• aa aA ceraEFarz `%____------ He FS i wi 5 IR' 8'-N VI' _ Y-0' 3'-2• l'-9 V2' 3'-9' orTv AAv 66E0 01-f-0lD 7666 T666 ; 2Xb D H7 F 6 x c "'I '"' AT ela ae 7. n` 1 zBArN mF"Mv Rx 7666 F oglom 4 ! YV V! M66 Ig•. / I-R 1 6 T NOTE: A1R HANDLER TO HAVEi 0 6866 eI-T-0Lo HNJ. OF 4' CLEARANCE ON l ALL SIDES AND ENCLOSURE 1 3 SPACE SHALL BE MIR Q' Lv WIDER THAN APPLIANCE 0 - BEDRM $4 OPT. GAMERM MASTER BEDRM 6' RAT CLG 6' FLAT C1G 061fET FLR cAq= T'iR 15'-3 VI• 3'-2' 20'-4 In' C 44 W 2X4 EGRESS w.ca. SH-25 4z6 w. ca SH-25 SH-2522/ -24) D0L-259 22/ -24) 422/ -29) 021/ -28) EGRESS 9 6'-2• 181. 2'-I0• Y 2'-10• U 6'_E" 1 1P-4• 4&_0. PARTIAL FRONT ELEVATION 5' • K45TER BEDROd t PARTIAL FRONf ELEVATION '8' 9 ENTRTWAT WL w $EAT aT210661rImty yr 0%R ITW RATE DEIL-25 021/ -23) 1414wu6EAT==A q• 1-i 3040 F-6. 12'-1& 2--N0• (ELEV. 8 ONLY) 022/ -29) PARTIAL 2nd FLOOR PLAN 1I6'0000/1 SCALE = 4'= r-0• SCALE =1/4•= r-0' NOTE: EXTERIOR WALLS WERE VERIFIED StFFICIENT FOR SHEAR LOADS ALL STRUCTURAL TO eE DOUBLE 2•' b IrlLES6 NOTED OTEEROSE NOTE: ALL INTERIOR WALL5 TO BE 3 VI' NOS: LEGENDNlESSOTFi11115ENOTED- SEE FOUNDATION PLAN FOR NOTE: ELEVATION "A" 514011 V. FILLED CELL LOCATION. W-0• AFF. 5M WALL T14 ITHI `ANE NGINEERING 407) n•-9003 FAX: (4" n+-04n 1- M 141613 N.TAW0 SP"9165, FL 32719 TIOIV6 1 M10EI6911 pEf +7619 f He N N 1 1 m ry u'_3• e•-Fs• pr_r 0' o SH-23 SH-25 SH-ZS louioll0GP 022/ -24) 22/ -24 1 o X E,8 56 21/ -23) AT OPT. FP. 36fL9 WARE1 KITCWEN NOOK Altm6'RAT cv. CiLAT Q4 MIN Q LR YW"FURFAMILY W 8'iLAi QLi Ni MRISTACKpl- ALNE)RYcAmvIczeceeR@Ibdl1 FLO elW.MLL Y-~-r OPDR13 2-CAR GARAGE DINING RM 1 RRcarCONCRR S FLAT Cis 11 6 CAFM FlR 11 8•_1,.,1. 2.-1. I I 3 2 20'-0 3/a• m 3a 9 S U' MV44 STOP MAL, 0 1 1 8fla GALL M 1111 11I LIVING RM 11 1 I1 6'iLAT 0.la 1 OAWErRR m 8 16' X 1' .H.D. (+19/ -23) i ANEL PREUSi 1 LWa W N S 1/ -23) M.T. I DBL-25 021/ -28) W-2' r-I0' 2'-10• r-a• IZ•-4• T-0' 20'-9• 40'-0• BEIIP,M. GAME PM. L i lst FLOOR FLAN Mf1LE =1/4•= I.-m6 50, FT. CALCULATIONS Ist FLOOR 1062 STAIR INFORMATION Ind FLOOR t441 k -•"^' 8 HEIC41T: 9'-4' TOTAL LIVING AREA 2509LENGHrr: IV-& a RISERS: IS @ l I/2• EACH LANAI m ffi TREADS: 14 @ d• EACH ENTRY by. A 25041 STAIR GARAGE 411 # al -'aldawa6 a-a RUN DETAIL TOTAL AREA SCALE: H.T.S. ROOF 295I tlI sheet 7 NOTE, SEE STAIR DETAIL IN STIdLTURAL SHEETS FORAMTIONHL HIDER PATIO - L. CONSTFW-TION INFORMATION.) TOTAL AREA 2 51 t 9'-Pa• 3d F#J RR B TRU55 BEARIJCa 01!!. fHUSt! FLOOR FMA GRADE LEFT SIDE ELEV- SCALE = Ue•= I'-0• COMP. slimslimmim OK FP. NOTETOP TMO BE :EASTY ABOVE MK469 PONT i!! ofm IT - M IL MY PART OF 7!!!!i!!!!!!!_ •• cfaciz 5... .,. . sa samsamsamsamsamsam_ 101: 511 man son MEN ommom iriiti— TAB SILL FRONT ELEVATION V PI, CW 5 tii R' Pa' TRI155 BEAR. PYtPoJ55BEARWG TIaSS BEARN: m B115FI FLOOR m rye. M GRADEW, IMME.- -- sBeAR+ Wm BEAR9Ye- a'-o TFaM BEARRYi EF 0 Li F#4W FLOOR FMSH GRADE REAR ELEVATION SCALE = 4e'= 1'-01 SCOFW SNOUJ i H T MBATW WIDOW tExnu v rmew SCALE _'/ e'= I'-0` sr rR san ENGINEERING in 0) O Q w J w w F- X w SE5 I38j d aigaw Z 0 B 3 Q rig 0.) to tits N fill If*. a= W- de* md br-d d—br. d—design date: 01- 22-01 Sheet A3- 6 Of CEILWGFANFREIIF ani n CE4fYr FAN PF-VAWOPU T^ i iil it V V ry ' N i if _ __ 30 6 OXE'. cFn Ux6 i 1 iC71i rx- A14-1 axsl 1 a6 4 Rxa J 735 L CR1 CELIG FAN (STDJ CELWS FAN (STOJ KITCHEN A SCALE- 11"=r-0' wrolIZwm f i KITCHEN B SCALE- ".*-P-O* KITCHEN C 6CAL.E- 4; =r-O' BATH D BATH E POWDER W F SCALE- T(i =r-0• 5cALE- V4'=Y-0' SCALE- 44'=r-m' INTERIOR ELEVATIONS V4•=t'-0' DUiEx EMNUST FAN yn01.'E DETECTOR sa INTER FROM NEr- 91OKE DETECTOR (MALL tx1NT) s® GMUD FAULT REC. PAO* TELEV*IW Q 4 3W1aeD FW. O AHC" BOX 1E D6Gmacr RAMSCBrt w 0 FLOOR OUTLET TRACK Lr4nW, f Slnd 3IIAY SWTCN RCODLIGM tear Sand NC/Um. CElIG FIX O" FutER BUTTw( 3. DOOR BELLRECE99EDL6WJ RECEWV LCAR(VAPOR PROF) r" Cl:ILWG FANFM*M T• VTR 6 I trA' VTR LAY VY W cve.TOa vr1 jLAIV KS. r 3 r r r en 3'. rt' so.: 2 PLl1MBING RISER TOPPL 1! t j=L1zu f rs I ,AL SCALE = V4' = 1'-0' I Vi• VTR LAV LAVd IT 3 r ne ENGINEERING rw q .ww uU hA Sri BFD'9'^ RAIYE nDRYE21013 W3 SMALL APP. D/R W3 Lrl-ffM CR 14n4 Wi 4 BARE Cut LOAD T 1 40A LP 6 Vow 1 I DRT'ER 30A bP I6 5 I DTSTNAsaQt TVA YP a um L R¢RI(AdiATp2 20A W R 54V 1 O19POSdL Tod VP a 5v 1 I WAS" 20A I+P 17 limy T T 1 SMALL APPLLOCE I TVA 4P a 30M b b L.ICiTTM'a SA W 14 6160 CaARAC.£ DOORalm bA UP N GmV f b FAME FANS (16) t1Aru 5m0 SOB -TOTAL (WITS) 3V,I80 1aL VOW 64TTS AT Wt i~ I14TTS fB—R 40t 8pK eATis AC. 3000 WATTS TOTAL 30M WATrS TOTAL LOAD AM BSA AMPS SB44M sm Be Am Q Q V LL Q U)w LL..LL N Uz VV J J JWW0` Sat W t tsar P g F$b 0CD 8 C) N a has 8 asoor drawnbr.. d.- d ig- dradredW aww dab: 01.22-0T sheet A4 V) JW zZ J1 OLdInNWQ' H WwcLcL U a 00 Q O 1..1...i LL- V 1 cocoa DUB Duane ooaa Uoee®oo®®®® OC9@ y5I4]0yln@7@t^ OgBEnQ@IJQy@F@j@a@@0 FM7 L)r ii/YY Y SiL iYfY @@ @ @Y @r@ ll@ @ @ 01000090@00Og090000@000E@@@@0@0098@@8@@@9@@a H59@00809 0 000O0fl60a@0009@00@0@60Qfl0@ @8 m00000@0@9@@0@@a80Q000Q08Q@0fl@0@@@@0a@@@ IS III If1110104;1$:ga1!1A R9a°:-qA f fyf f fnf fi E9YaaxgS Sy3af:IN$A$f4.fg: fi?fffsiki s'Y FSAY33YC A asfffft*f°Ef L iiS a i f MCI n d i C i 00 11 3?:3pa I808nnom MMIUMSOME Hm MEMO MEMO RESUME L W 0 5 O 3r tea .°c i v c oh i-svv 4 h€ s 8 RiE o. s h s Q S n i•. a5• o i;&v .o Git<a Vi o t oi 'g•' o o aa g-H a at aE _ n:oix _`oEdrIa_ a E=s °Saa• 2a f"3. `o a$a•o W v• EN°Z ZS• so 8 ay.!1;1;1 aahvckate$a$ O k•`g'b io''§kZv 3•]x`.v3 i SLQ«_3ciet 3 j o t 5s Q e.3-8i i.'_..oi6 j": Jt SA<°k8P3'd< z f1e1< n ® r0 ria r n < C c M1nan Or Yv AST-tRET1f2509 LINTEL SCHED IV IV LINTEL NO. LENGTH TYPE COMMENTS L 1 1'7'-4" 8FI6-18/IT ALLIED LINTEL: A-13 L 2 1'-6" SFI6-IB/IT ALLIED LINTEL: A-5 L 3 1'-b" SFib-IB/IT ALLIED LINTEL: A-5 L 4 4'-6" 81`I6-OE/IT ALLIED LINTEL: A-3 L 5 T'-6" SFib-IB/IT ALLIED LINTEL: A-5 L 6 4'-6" 8FI6-05/IT ALLIED LINTEL: A-3 L'7 4'-6" 8FI6-05/IT ALLIED LINTEL: A-3 L 8 4'-6" 5RF14-05/IT ALLIED LINTEL: A-3 w cn W J LAJ n R n n O f b w mchiSimAmivnrvomvo n n m a a n o g niTrrvvivTnia x O O T n pnoo0 8jrynpmY_-pnpnT8 Tl 9 h i O nRn= a a n Y m s n A a n n On= b O rvi W o ms xn Qit i Oa ooDQR= O a ua ob'a 3 aove msnn iQq. R Dam OToic o 9Rann°RI i n n 0 Tj 0-'/tll V'tll QQ Q.000 Q6QQ QQQQ Q Q y Jt S Y. pv o .• QC9pf o lit .a wag zr Ia<n3I-a E } a•sw 1 l 8FI6-IB/IT 8F12-15/IT bF8-iB/IT LINTEL SECTIONS oW n Y_ F p Y pl Y d1 m tY lmY Q n• pp UpOO p O v 0,p t v'' i$ p. a s d 0 0 0 m Y n n° d n ani A e m m Q QO 0 000 4 oQ y n ry Dino n o calmm Xiib n^•' no n.cb upon x'y$ d o 0 O06mr On n noO ono x j n .l n rT n n OdfA n n V I n o smnrycnyM1a WRa m°o ryNN nM1 M1 ne 2 m m A 4 O a nl laT 1n'1 n lyn' 1f i°'1 Z Cf d O Yf tll In'M1 101 ° lA'1 "I M 4:0cTei 4:b'vTeIreyoa Oro'ii O oQQ QQQQ QQQQQQQ.QQ Q c Y v s o W2 • SE fig; Y v c§- O F ski ;o • 3 gyy$ 4.E--m rti ri o rc s = 3R3V178d Sd S31LVA 5 RffVR AT TOP RF V I - In• CLEAR Z GML. O y 6ROVT nn pV.- REBAR AT BOTTOM OF LINTEL GAMY BOTTOM REIITOR JN& 1"' AC PROVIDED IN LINTEL 8• NOHpNAL "L NARIES) F • FILL® "i 6ROUT / U • LWILLED e " O"LINTE*5EL BA A3F16— IE3/iT NOMINAL WIDTH J 1 L oUANvTY OF .5 NOMINALHEI6NT—T REBAR AT TOP TYFE DESIGNATION 2509 LINTEL DIAGRAM WNRICANE ENGINEERING Zz— tl Rimrn mealq .rah GAR. RTC SCALE: N.T.S. 0 iH0 W a it Q^ v 111 S bIT to : sal N € t' vas i m A5 of: N®TES: CAST-CRETE SAFE LOAD TABLES MATERIALS ` FOR GRAVITY, UPLIFT & LATERAL LOADS I. F'c precast lintels = 5500 psi. 2. Vc prestressed lintels = 6000 psi. 3. F'c grout = 3000 psi w/ maximum 5* aggregate. 4 Concrete masonry units (CMU) per ASTM G" w/ minimum not area compressive strength = 1400 psi. 5 Rebar provided in precast lintel per A5TM A615 6R60. Field labor per ASTM A615 6R40 or 6R60. 6 Prestressing strand per ASTM A416 grade2-70 low relaxation. 7/32 wire per ASTM A510. 8 Mortar per ASTM G2-10 type M or 5. GENERAL NOTES 1, Provide full mortar head and bed joints. 2 Shore filled lintels as reatvired. 3 installation of lintel must comply with the architecturalond/or structural drawings. 4 Linteis are morufoctvred with 5-1/2" long notches at the ends I accommodate vertical cell reinforcing and grouting. 5 All tlntels meet or exceed LiB60 vertical deflection, except lintels k'T'-4" and longer with a nominat height of 6" meet or exceed Li80. 6 Bottom field added labor to be located at the bottom of the lintel cavity. 7 7/32' diameter wire stlrrvps are welded to the bottom steel for mechanical anchorage. 5. Gast-h-pioca concrete may be provided in composite lintel In lieu of concrete masonry units. q Safe load ratings based on rational design orlalysls per AGI 516 and AGI 530 SAFE LOAD TABLE NOTES I. All values based on minimum 4" bearing. Exception: Safe loads for unFDled lintels must be reduced by 20% If bearing length Is less than 6-I/2". Safe loads for ail recessed lintels based on 0" nominal bearing. 2. N.R. = Not Rated. 3. Safe foods are total superimposed allowable load on the section specified. 4. Safe loads bored on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One w7 rebar may be substituted for two 45 rebore In 5" Ilntels only. 7. The designer may evoluate concentrated loads from the safe load tables by calculating the maximwn resisting moment and shear at d-owoy from the face of svpport. 5. For composite lintel heights not shown, use safe load from next lower height. q. All safe foods in units of pounds per "near foot. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY LL-f46TH TYPE Bwn elesle AR616 4'-4' (52') PRECAST 1409 1541 3053 24e2 5454 4424 5404 6980 1021 5412 4402 6472 7447 4416 108T0 4'-b" (54') PRECAST Iasi 144" 2702 2114 3600 4487 5375 6264 1102 5M2 4982 6412 7447 9416 10610 5'-8' (66") PRECAST 705 B32 1602 1550 2050 2s66 3075 55e5 153 2162 4014 1 6472 65W 5614 6034 5-10' 00") PRECAST 735 7l4 l500 14" K24 2400 2876 3352 1103 2051 5011 6412 6516 54W 6411 6'-6' (60") PRECAST 622 407 W77 2433 2976 3223 5073 4522f07167724394100675061776107 7'$" (90') PRECAST 665 I_19" 2252 Me 2451 2444 3454 764 15TI 2324 560" 5442 6624 502 9'-H' (ilb") PRECAST 371 834 1253 t071 M42 Wt- 1806 42B 1447 2R9 1 2610 3545 28T5 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL TYPELENGTH 4"1i ewn+11 e1cro.T eIxF6e1aw-sr a1w.r- so- awn 52") PRECAST t244 1575 2413 3260 4112 4967 5825 932 4321244L414233" 3Ro 400e 4050 5646 54") PRECAST 1142 Mon 290 3M 3431 4756 5511 ass B5511421455224030363897464354 168') PRECAST 924• U72 M5 2425 5055 36e4 4325 501 Sa924Im21741235124T836034230. TO') PR...GAST 646• 8Vb Ilse 10"" 1142 W40 2552 22" 2465 2041 3581 3441 4140 4106 4v4 464 HO"J PRECAST 882 1513 2042 2513 3107 3642 e30 1100956146E148T250930353563 40`J PRECAST 647 1325 1510 2250 2753 3221 710 9M 53 04" 1302 n62 3225 2640 3157 Ilb") PRECAST 493 BOB II23 1413 IT04 1995 516 61452710041369IT2820882450 REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS 4-cm- GRAVITY LENGTH Ti't'E e0a eF6F1>IB 2 0Ft2-1e BFW-10 4- 20- 2 2-0 2'-10"(34") PRECAST 2'30 3166 4473 6039 1526 4004 10472 11436316644-13 6039 7526 1004 10472 11436 3'-6' (42') PRECAST 230 313e 33" 4604 6" 7315 8630 9447 3166 44-e 6034 7526 4004 10412 11436 4'-O' (48") PRECAST 202 2525 2446 3467 4490 5410 6304 75W264644T36034526400410412IM56 4'-6" (54') PRECAST 1651 fie? 1913 2657 3403 41411 5644 2110 4027 6a39 7526 9004 10412 4668 5'-4' (64') PRECAST 1184 1223 t301 IBO9 2"' 2526 3336 9046 t665 2ee4 5057 6046 5400 6424 1450 5'-10"(70") PRECAST 972 I000 IOOs1 14-14 1e64 2904 2121 313114542a64411445450443152606t22 78') PRECAST 937 1255 2101 5263 2746 3930 9"T1 4585125521013346526005409456040 90") PRECAST 767 102q 1615 2965 1494 2434 2566 33391024167526105e3" 55% 6613 5047 4'-4' (112') PRECAST 5-f3 632 1044 1469 1210 62 17" 2021 168 1212 101e 2544 9464 4050 3127 10'-61026') PRECAST 456 462 802 25 415 1122 t326 35 656 b25 1514 2061 2774 9130 2404 II'-4' (136") PRECAST 540 4- labs 1854 2555 1793 2075 445 5" 155 rBb5 155-4 2441 5155 4044 12'-0*(144') PRECAST M4 545 e64 R54 W04E 2074 ISIO 161e 555 864 1254 2211 2652 3590 131-4"(f60') PRECAST 362 421 126 tO3e Mal W55 1224 We 485 148 10'16 56 UM 2343 2420 14'-0'(1&5') PREGA5T 338 9d 648 414 Ii4o 1462 1067 t260 455 100 1003 1335 1114 2155 2666 14'-8' (176') PRE57RE55E N.R. IR 1a2 IR IR IR tat hl" 469 765 0-10 2045 2610 3185 3765 15'-4' (184') PRE' NR FR IR M w w IR IR 420 645 1250 1955 2370 2040 5410 17'-4' (206")PRESTRE E NR. w w w FR w w w 3+0 530 4so 1400 1600 2200 2600 14'-4' (232')PRE5 rR wMRM wN.R. 240 400 150 1040 1400 1120 2050 21'-4' (2561 PRE571RE55EE I _-- IR w MR FR at wN.R. as w 350 610 440 1340 1700 2110 22'-0"(264')F'RESTRESSE IR w w FR w tR 160 500 510 610 250 1660 1970 24'-0Y288`J1'RESTRE55E NR. R NR IR tR w MR - fR 130 340 4T0 720 030 1350 t610 4-14'a''' UPLIFT LATERAL LENGTFI IT IT I 20t7 IT BF20-+ I BUS 81`86F8-2 a 12-2T 6vw-2r W20-21 W2s- to- 32- 2'-10'(34') PRECAST 2727 2O1e 41a1 5332 6569 let$ Vo55 2021 202127272Te434e1514064a77690657 3'-6' (42') PRECAST 2W5 2284 3260 4231 5_-4 6204 71-12 1257 12512W515albs4125509160611036 4'-0' (48") PRECAST 1070 1969 2e32 3680 4532 53B1 6245 93H 938167014252750350344225264640 4'-6' (54") PRECAST 1"0 762 2501 5251 4010 4767 5525 721 1210170534353171391346585Ib5'- 4' (64") PRECAST 1343' t484 2110 274t 5375 4010 4646 505 505 13431437205026103243392045445'-! O"(70") PRECAST 1272• 1-551MW250• 30s4 3665 4241 418 415 1272tam18752"1 3010 3503 4157 78") PRECAST 1141• 1200 1733 2250 2764 32"O 5812 707 887 1141119216942142210352163T32T- b' (40') PRECAST 4s" 12 14175 1414 2354 2797 3240 54i 657 4901024146619072351214732459'- 4" (112") PRECAST 612 98o 12e4 1560 1852 2144 454 630 80115511421550141022112634PRECAST 7W 449 Ta3 1027 1261 1446 tT3t 396 443 716611103419e4MI2034235011'- 4' (156") PRECAST 6v6• 4sq 646 894 6104 1504 1515 363 556 b66555905r29515-5 1096 219e 12'- O'(i44") PRECAST 6o" 400 1 016 1001 06 1372 340 444 6314e601912015t417491205& 13'- 4"(I60') PRECAST soo• 340 552 666 041 441 Use 302 348 519409bet1004f367163TI89Ti4'- O'(ibH') PRECAST 45e• 9w 443 655 Tie 422 1a61615 286 360 546576124422f25415676i4'- 8'(176'7 PRE57RESSE 243 295 454 541 724[512 44o N. R. 357 2453525620521561T42IS'- 4' (1649 P12ESTRESSE 228 2T6 430 555 6TT 425 N. R. 527 22832954279110721676I7'- 4' (200')PRESTRESSE 156 236 361 464 561 T74 N. R. 255 I007164446448141384 - 14'- 4' (232')FT E5TRE55 165 207 313 40t 490 667 N. R. 204 1652543133550T3G116021'- 4'(256') PRE5TRE55E 145 106 270 356 433 546, N. R. 172 14221233641165580144522'- 0Y264")PRESTRE - 140 150 265 343 416 493 56e N. R. 161 13720532245160177194T24'- OY2e0')PRE5TRE5 127 165 244 312 300 44l S15 N R. 135 124t86290REDUCE VALUE BY 2590 FOR GRADE 40 FIELD REBAR NOTES: I ALLIED LINTEL TABLES MATERIALS 8 INSTALLATION 1. lobar in precast lintel GRbO per A5TM A( 15 2. lobar In poured beam 6R40 per A5TM A615 3. Vfor precast lintels=4000psi 4. Vc for field concrete=3000p5l 5. concrete masonry units per A5TM G-q0 mortar per A5TM G270 type M or 5 6. calculations by: Richard O. Newman, P.E., Rlddie-Newman " In-," Inc. 7. shore all corlposlte lintels 4' O.G. 8. all com+pos{te beams calculated with 145 In top of beclrn 9. safeloadsbasedonnominol 8" bearing 4" minknum). 10. all loads shown in povnds per linear Foot ti. forIengthesnotlistedusenextlongerlengthfor safe load FIELD REBAR W 5GR 40 Q IL J Q i CONCRETE FILL LU Q FIELD REBAR Q S rR 40 7-5/ 8"ACTUAL ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE _U" LINTELS LINTEL NO. LENGTH UNFILLED 8,X8 Li UFILLEDFILLED FIL FILLED PILLEDFILLED PILLED" A-1 2'10' 6544 6257 10125 12000 12000 12000 12000 12000 A-2 3'6' 3H35 3658 5237 5552 11440 12000 I2000 12000 A-3 4'6" 20131 1974 3367 4616 blab 726-1 8601 g424 A-4 5'10" 1128 1080 1810 2455 3336 3913 4637 5350 02 1056 3844 2542 3294 40211 47110 5522 A-6 q'4- 656 636 1112 1534 1444 2436 2902 334b A--1 10'6" 4H4 483 841 1170 1522 1857 2211 2556 A-5 11'4" 502 612 1125 t530 2002 2455 2-131 3384 A -al 12'8" 421_ 488- 400 1224 1604 Ig68 2360 2721 A-10 13'4` 343 41-1 774 1053 1381 1692 2024 2541 A-11 14'0` 342 373 No g38 i233 1510 1508 20g1 A-12 14'8- 308 354 618 IIOa1552 1624 I87gA-15 17'4" 272 285 456 84 eoa48H 86 1360 A-14 Iq'4' 250 3q5 4% It5a 1408 1698 19H0 A-15 20'O" 225 365 473 7a4 1p5 1300 1570 IH31 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8- CONCRETE "U" LINTELS LINTEL NO. LENGTH UNFILLED iLLEO FILED FILED FILED" FILED FILLED FILLED 87(S FILLEDLOADA-1 2'10° 30g6 3150 I glg4 10000 10000 10000 10000 10000 4405 A-2 3'451' 1855 1876 5445 10000 10000 10000 10000 10000 25g2 A-3 4'6' Iola IO51 4224 54Oo 52O5 4440 10000 10000 1415 A-4 5'10" 575 603 2380 3319 4500 5303 676E 7548 M-1--A-5 7'6' 545 370 1 1421 1478 2552 3514 I 3667 44,00 661 A-& 9' 4' 225 252 434 1246 1665 205g 2542 2g4-1 423 A-1 lo•6" 185 204 156 1044 1341 1662 2025 2341 32q A-& tT' 4' 303 555 652 q17 1170 1452 1751 2025 451 A_cl 12'8• 241 252 115 760 441 1232 IA64 16g5 35T A-10 13'4' 253 253 510 703 892 Iloq 1303 32 A-11 1 14'0' 225324 4-r3 652024 1028 11% A-12 14'8' 141218 442 60q 764 455 Ilpe. f2 2 A-15 MW 145 255 551 465 605 755 H42 47 A-14 MW 1&4 214 305 420 525 657 715 52' 13 A-15 20'0' 174 1 203 296 405 504_L 630 650 756 1q8 tF: n Y5 I- isO . 7r 04 J g:: W `ta€ Q €. O s o$ 3 5 M fir€ E;. 4aM• g s "n by: eesry+ed W: M Drawn by: dmw design ctlecked bir aww dale: 61- 22-0i Sheet: A5. 1 of: n rv5i o-uy ILA Q U AND (1) MTT28B @ EEITTOM EPDXIED TO BOHD BEAN W/ 5/8" 131A THREADED ROD W/ 6" MINIMUM EMBEDMENT ROOF TRUSS LAYOUT 'B' N.T.S._— ROOF TRUSS ANCHORAGE: OE i1) USE (1) TYPE "C" (OR INTERCHAWABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) TYPE "A" (OR 94TERCKANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O.) 3) USE EHW26-M (OR INTERC-MEABLE TIE) FOR ALL JOIST HANGER CONECTIONS (UNO) 4) USE (3) 16d OR (3) .131 x 3 1/4" PASELODE CUM HAIL TO FASTEN JACK TO HP GIRDER. (T&S) s) GABLE TRUSSES REQUIRE (1) TYPE "A" OR 1) TYPE -C- STRAP AT 48" O/C FROM CENTER OF TRUSS. 0-4 4 NAILVALUES: BASED ON 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE 8.8c - "NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES" NAIL SHEAR VALUE (Ibs.) 8d 103 10d 125 16d 149 7 CJ3 CJ5 17-4-12 PLATE HT. 8-0-0 PLATE HT. i FLOOR TRUSS LAYOUT 'A' & 'B' N.T.S. HELD BACK 1" 16" NOTE: SEE TRUSS MFG.'S ENGINEERING AND i NOTE: LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS RA02.aMPLAN5 A PNEUMATIC EOUALfVALANT UTAY BE SUBSTITUTED FOR ANY NAND NAIL DESIGNATIONS aNEERING 1 W D a w LL:p F Cf) LL. _ - (q Om Q F H wozz OW J _! LL m Q 0 i3b= 3 33» jjI Fgs W lit gF t b Hi OLo r ss F Naa$ g$ gsdesigned by.,4 drawn W- d— &-Mg- d+ add b1^ aww dafs: Oi 2-0isheet A6- B Of. Q" W/ 10-IOd NAILS WALL STUDS N HEADER CALLED FOR ON ROOF x <ss to ROOF FRAMING, MET'®ER + F A BLOCKED DIAR•RAGM ZONE E C 1v I 1 1 SEE CONNECTOR CHART PLAN PROVIDE 2.4 BLOC",* ; ALL PLYWOOD PANEL EDGES 4 SCHEDULE FOR TRLSS NA ILS s 4. OL. FOR BLOCKED DMPFRAGM ZONE STRAPS) 0d NAILS A7 6' OC, OR 8d NAILS AT 4' OL. OR EOIiALLVALE WDOMETOPPLATEEQUALIVALENTPNtEMATICPMIOIATICNAILAT NAIL AT SUPPORTED EDGES SUPPORTED EDGES AND 1/* 1 OSB OR COX EXTERIORION AND BLOCKING AND 12 Or- I 12 O.C. FIELD FOR OTTER NAILED GALV FIELD FOR 5NADED AREAS AREAS OF ROOF S AND OF ROOF s4OC. EDGE 12' OC. FIELD 2. 4 P.T. WALL STUD tW 3) IR' DIA ANCHOR BOLTS TO BLOCK V2" DIA x 8' ANCHOR BOLTS EMBED, 6' MIN INTO FOINDATICH III/ 2" x2'xI8' WASTERS, LOCATED WTNIIN 6" OF EAGM END AND 32' OC. MAX ELSEWERE OF WALL 4 WEAVER STUD 2x4 P.T. 130TIOM PLATE STRAP EVERY OTTER STUD TYPICAL FRAMING AND CONNECTIONS FOR OPENING IA6' OSB 54EATWING ' Y" OR iR' CDX TYP. - - i 0 ROOF SHEATHING NAILING RSN pATERN DETAIL FLOOR FRAMING BLOCKING REGIIIRED: PROVIDE 2X4 BLOGKWdC IN THE 64dOU. 1 > 24" O/C) FIR5T THREE FRAMING SPACES AT 48" OG. REMAINDER TO BE BLOCKED AT 56' O.C. OR RAT R1114. FASTENING: FA5TEN FLOOR SHEATHING TO FRAMING W/ WITH 8d COMMONS OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACWY 1) 6" ON CENTER AT ALL PANEL EDGE FRAMW, 2) 12' ON CENTER AT ALL WNTEM-MVIATE FRAMING 1/ I6" OSB. SHEATHING 22XX' 4{ WID. STUDS 16" O.C. II \ , BLOCKING ® 48" O/C MAX. IN FIR5T THREE FRAMING eeAGES 4 9b" O.G. THEREFORE FLOOR BRACING AT ENEVALLS 2 OD STRAP TIE WOODTRU55STRAPPEDASSMCUNsEVERY3rdON TRUSS LAYOUT STUD CONTEE STINGFLOOR TRUSS i0 2nd FLOOR STUD - 2) 2X- TOP PLATE DBL. 2X8 MEADER STRAP FOR 4'-6' MAX TIE ® 2X- BLOCKING OPENING, DEIL. 2X10 TYP. HEADER FOR 5'-9" AT MIDSPAN - MAX OPEMNG UNO. 16' O.C. STUD 2X- BLK OCIG SPACINGAT MID - SPAN -INT DOOR FOR INT ' Elfas. FRAMJE WALLPLATE - Ib" O. C. STUD SPACING EERY O T14ER FORINT. BRG. FRAME WALL STUD (TYP. TOP 4 BOTTOM) _ PLATE AN. NOR EVERT CONC, EXPANSION EVERY OTHER STUD (TYP) SLAB-4 BOLT pRAGE EXPANSION BOLT . 24' Or, ANCHORAGE 24' OC. 4•-0' WSN EXTERIOR WALL SHE NAILING PATTERN DETAIL 8>03XI6 P.T. 2XbWY V7' DIAM. 'J' U CM. ( TYPJBOLTS a 48' MAX W/ 6" M EMBED. (TYP-) txw•ccca „ o L-P. T. 2X4FILLER CUTNAILED W 8-10dNAILSP.T- ZX6W/ VI' DAM. 'J' BOLTS 48' MAX W/ 6" MIN. EMBED. ( TYP.)--- 2X4 BOTTOM PLATE DETAIL: TYPICAL JAMB FASTENING 3/4' PLYWOOD e OVERI1EAD GARAGE DOOR 2X4 BAND BOARD $GALE: N.T.5. 16" FLOOR TRUSS 0 24" OC. TRUSS ANCHOR PERTR155 PLATE TO FLOOR TRUSS IBWD FRAMING & STRAPPING INTER. BRG. WALL ® DOOR 18UJ2 FRAMING E STRAPPINGs INTER BRCS. WALL 9 FRAMING 2 STORY WOOD TRUSS STRAPPED A5SMCWN ON TRUS$ LAYOUT 2-2X4 T PLATE T. 00MU 2x4s 16' OC - 5TUD5_ @PLATEANCHOF EVERY OTHER STUD (TYP. STUD N BOTTOM) - 1/1' X e• EXPANSION BS e" O. O.C. CNUWALL_ TI$ A5 KWFRAMING & STRAPPING KNFFWAII OVER CMU TRUSS STRAPPED AS SF10UN ON TRUSS LAYOUT - 2X- BLOCKING AT MIDSPAN - 16' OL. STUD SPACING FOR 1141. BIRD, FRAME WALL @PLATE ANCW EVERY OTHER STUD (TYP. TOP N BOTTOM) BOLTS • 32, OL OTE WE5E REQUIREMENTS APPLY U4 EN iNDOU1( DOOR MANUFACTURERS FASTENING ETHOD 15 NOT SPECIFIED. ELIX FOR UNPOM oO s V NAIL W/ . 109 VIA OR WEAVER POWER NAILS 8' O/C AND 3' MAX FROM ENDS TYPW . / I" MIN EMBEDMENT INTO BLOCK 2.) ALSO ADD 3( 16' DIA SELF TAPPING, GONG, ANCWOR5 TMR1 WINDOW DOOR FRAME EIGHT (8) NCHE5 FROM ENDS MAX. AND FORTY (40) WCHES MAX ON CENTER III/ P MIN. EMBEDMENT INTO BLOCK ATTACH) WINDOW TO BUCM W1 go SCREWS MAX 8" O/C AND MAX 8" CIO AND MAX 8' O/C FROM ENDS. PT 2X SUCKS FOR WINDOWS AND DOOR 6L7ER4ATEJ U INSTALL 3/ 16" DIAMETER SELF TAPPING CONC, ANCFORS EGMT (6) NCHE$ MAX FROM ENDS AND 24' ON CENTER MAX WI/ I' MIN EMBED. INTO BLOCK FASTEN UNPOU DOOR TO PT BUCKS WITH -10 SCREWS W O/C MAX AND MAX 8' FROI' ENDS WV I• MIN_ EMBED. INTO BUCK TYPICAL BLOCK OPENING DETAIL FOR PT BUCK FASTE1045 AO 35 PSF RATWG) 1 NAIL INTO 2 NAIL5 INTO TOPPLATE I JOPPLATE IB FRAMING 8c STRAPPING INTERIOR BEARING WALL PREENGINEEREDWOODFLOOR TRU56 24" O.G. MAX DOUBLE TOP PLATE 2X- BLOCKING AT MIDSPAN - 16' O. G. STUD SPACING FOR INT. BRG. FRAME WALL- 2X P. F. BOTTCMt PLATE - EXPANSION BOLT 32' OC INTERIOR BEARING GENERAL TOTES GENERAL 1. LIVE LOADS: ROOF: 20psF FLOOR: 40p f STAIR 40paf 2. WIND SPEED I10mph 30- q-t. 3. ALL WORK TO BE N ACCORDANCE WITH THE FBC. 2001 CWAPTER G. 4. ONLY WRITTEN CHIANGES APPROVED BY THE ENGINEER SMALL BE PERMITTED. CONGRETE I. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318 2. MIX DESIGN CRITERIA: ALL CON<4;2ETE TYPE I PORTLAND CEMENT. (ASTM C F10) GCMiPF;ES51VE 5TFV4 THs28DAYSSMALLBE25MppalFORSLABSANDFOOTINGS AND 30M pel ELSEUI ERE (LLON.). MAXIMUM WATER -CEMENT RATIO BY UIEIGHT FOLLOW5: SPECIFIED NON -AIR AIR COMPRESSIVE ENTRAINED ENTRAINED STRENGTH ( pet) CONCRETE CONCRETE 2500 061 054 3000 058 0.46 SLUMP -SLAB ON GRADE 5• OTTER 5' WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL WEGHT AGGREGATES N COMPLIANCE UTW THE REQUIREMMNTS OF ASTM C 33. 4. FIBERMESM FOR SLAB TO BEAT A RATIO OF .l5 L65/YARD. FOUNDATIONS : L FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 p f. 2. F FOOTING ELEVATION OCCURS IN DISTURBEDIN5TABLE OR UNSUITAELE T14E ENGINEER SHALL BE NOTIFIED AND NECE55ARY ADJUSTMENTS BE MADE PER MIS NSTRUGTIONS. 3. PREPARATION OF THIE SUBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECNNNCdL IMPORT. SOIL, 4. STEPS IN WALL FOOTINGS SMALL NOT EXCEED A SLOPE OF !i) VERTICAL TO ( 2) HORIZONTAL. 5. CAUTION SMALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOIDTHERISKOFDAMAGETOTOESTRUCTURE. MASONRY '- L DESIGN. MATERIAL AND WOMQIANSWIP SMALL BE W4 ACCORDANCE WITH T14E AG STANDARD BUILDING CODE REQUIREMENTS FORCONCRETEMASONRY5TRUCTWff5ACI530/ACI 530J 2. CELLSINIDICATED TO BE FILLED SHALL BE GROUTED UTW 30M pet CONCRETE. (W TO (0" SLUMP) 3, PROVIDE 25' LAP FOR STEEL s ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF SWEAR WALLS AND UNDER CONCENTRATED LOADS SMALL COWAN VERTICAL REINFORCIG AND SMALL BE FILLED UTW CONCRETE, 5. CONCRETE BLOCKS SMALL CONFOFU1 TO ASTM G-90 (28 DAY 5TRENGTM 2000 paI) (f'm=1500 P.O. LAID 10,4 RIN1, 11W. BOND. 6. MORTAR SMALL BE TYPE N T. ALL RE -BARS SMALL BE GRADE 40 UNLESS UN.O. WOOD : 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SMALL 13E DESIGNED. DETAILED. AND FABRICATED IN ACCORDANCE UTMTHEPROCEDURESANDREQUIREMENTSOUTLINEDWiWELATESTEDITIONOFTHENATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION— 2- THE WOOD TRUSSES SMALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SMALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BYTHEBUILDINGCODE. DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEERARETOBESUBMITTEDTOTHEENGINEERFORAPPROVAL. 3. PERMANENTBRIDGING PERPENDICULAR TO THE 5PAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY THE TRU55MANUFACTURERTRUSSMANUFACTURERSMALLPROVIDESTATEMENTTWATBOTTOMCHORDOFROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. 4. FOR STRJGTURAL UMBER, PROVIDE THE FOLLOWING GRADE AND SPECIES OUTTERN PINE SURFACES DRYUSEDATNMMAX. M. C. GRADE NO2 OR SPRUCE PINE FIR 5OUT14 GRADE NO2 5. PROVIDE GALVANIZED METAL MANGERS AND FRAMWG ANJCMORS OF THE SIZE AND TYPE REC,DMME4DED BY THEMAlFACTIIRERFOREACHUSEINCLUDINGRECOMMENDEDNAILS. 41 GIES COIN ECTOR.SOR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTRICTION SHALL BE A MINIMUM OF IR" DIAMETER AND 6' IN LENGTW (A$TM A- 301) UTM MIN. 1 1/2' DIAK WASHER UNO. 1 PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING{ SPO4L OR F NOT SHOWN, COMELY 107H LMITIG STUD WEGMTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS, 8. ANCHOR AND NAILWIG AS SMOILN, AND TO COMPLY UTM TIE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. S. ROOF 5HIEATHIIG: TAG' 055 OR 1/ 2, CDX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS : L CONTRACTOR SMALL VERIFY ALL FIELD CONDITIONS AND DIMBNSICNS RELATIVE TO SAME WERE TWERE ARE CONFLICTS BETWEENACTUALFIELDCONDITtCN5ANDDATAPRESENTEDINTHEDRAWIGS, SUCH CONDITIONS SMALL BE GALLED TO TIE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE PER HW5 INSTRUCTIONS. 2, FOR ANCHOR BOLTS USE PUS E5 OR EQUIVALENT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH Od NAILS AT 4' O.1 CENTER PRE ENGGNEERED WOOD FLOOR TRUSS a 24" OC- MAX. a-z t TOENAIL FLOOR TiRUSS TO TOP PLATE WV 16 PEWIT' NAILS, 0) ON ONE SDE, 0) ON THE OTHER W/ NO UPLIFT RRICANE ENG N.NG ay neso t rKx ( ,- ean vawx +axu n zn nowt a fe1 , i J I? It agL Gslf is$ c ara."h desg+ ed bY- "I a,csed br. a.. w dale: 8t-224ri Sheet S1 Of: o o5B SHEan1I FLOOR PLAN YPEW- a 74' O.C.u- 2xd COMNUOUS 2-2X4 V) ! p wIVO/C 7 , 156 4 TOP PLATE L c CO EA SIDE (TYPI OR W. GD n oa7CH2_2x4 Q m ro TOPPLATEoORosB W T E 1/16' OSB - PROVIDE 2X4 STUDS / OR , 0 B i E OR V!' GDX SADDLE _ CRICKET 2X4BLOB PROVIDE 16' O/CTc CANT, 2X4 NAIL EA. SIDE (TYPI CRICKET (1 70 EACH iR1156 2.4 BLOCKING 2X4 DI / L1 — T- M W/4 GABLE BRACE / 2X4 STUDS` 10d NAILS E 16" O/G 2X4 P-T. ?.- SOT. PLAT CONT. IX4 NAIL A J-5OLT5 o TO EACH TR)SS AS 5HOUN Z `! 7 FIBBER CO EA SIDE (TYPJ a TRUSS PEW. T. a 24. OZ. STRAP E Q n m C t STUD W/- B- HURWCANE .0 e'v CLIP TOTOPWALLCu4SOT. PLATE Y O as CM WALL -+- SKID NL CM WALL — ROOF TRUSS 065 OR In' CDX CH RTAM' N114 R CHIMNEYSECTIONTHRU CHIMNEY Q WALL SECTION Q FRONT ELEVATION SIDE ICD INTERIOR CHIMNEY DETAILS CMMNEY DETAIL EXTERIOR CHIMNEY DETAILS ELEVATION (I) CONNECTION NT. 5. ECD _ cn QJ-1 a 1n' 3/4" FLOOR SI-IEATI-IING zx s7uDs . w' or_ I IJ Q NOTE: 1 Vl' SPACNG CLEAR OF - OF TWO RISERS --- ALL FN `I,MI'1ATEPoALS AND ONE TREAD. EXCLUSIVE 1 OF THE PROJECTION OF54ALL BE NOZO 2X12 TREAD tli.wr =4" NOR EXCEED s NOTE: SEE FLOOR E W HA.RDWcoD ! ! TYP. rl FOR m zcc Q HAFroRAu Z TREAD DEPTI-I G p 16" WOOD FLR- 3/4• SIDE W W_ TRUSSES9MAX. Ci 2XI2 MET BRACKETS W = 2'0" O.G. 7-7xU BatTPLATc e 36' Oc. 2xt2 STAIR 5TRINGER LL p w w LL W IX6 7XR 1— BR EeL I" r IQ iNcY i i:ai<, a n Q Q_ e W DETAIL: g1Xlo RISER B4GIGING X n — m z 2X LEDGER STAB` TREAD w L1 m UJ Oz 2XI2 STRINGER FASTENED z \ Jxa WALL O , ! FIREBLOCXMG S 3 =: 1/2' DRYWALL e aOTTOM E WEDGED t 3 1 8 TOENAILEDINTO 2-2Y,10 15/8• (- Y' 2X STUD WA L DCU FIR SKIRT BOARD w g 70P II 1 \ 3. RAKED WALL 2x12 STAIR 7X STUDS •16' O.G. UPAT STAIRS 7XI2 TRFAD STRINGER J wee. ero+ n 2X STUD WALL _ _T Y F I G A L & IN' `G LES= 11()'SPACNG I. L1 2X4 STRINGF ER RUTS I & T /4 I it O DETAIL : LEDGER I ( f=k 1 " 3'-0" LANSTxIATIat / P.T...............X4 P.T. BOTTOPLATEP i. -NAILERV^^J 3'-3' 2x4 NAILER -------------------------------- AV fpAIL } y 3 g Nss!!! E TO WALLDETAIL: STAIR TREAD WALL & TAfR AND LANDING DETAIL w all dal UPLIFT FROM TRUSS OF MT516 STRAPS MP1 WJd NAILS TO PEAT. MPL OF 3/16' TAP00* TO CM THE MISSED FILLED CELL5 GAN BE REPAIRD BY EPDXY S U-j> SG C I REBAR (SEECRESI NS - COND EAM PIQUI a jMAMFACTUfRSR1PSON) EACH STRAP) BAGEL STRAP) LF L R EQUIVALENT *) AND PO LPL OR OTGFOR •) LFILLEDBONDBEAMANDINTO THE FOOTNGFOR ALL FILLED CELLS0-131 WOUR-9- SHOUN ON PLANSBUTNOTFILLEDB4THEFIELDPROVIDEb° MML EMBED. AND 3/ 4.7 HOLE INTO xaN eNr) TLF FINJTMK G q7) 77"-900J TIUC (qn ]]- 847] 5¢¢6FA PZ i 1 T 4 T32-1460 2 1 4 E AN 'A° STRAP IS MISPLACED OR FOMOTTEN AFTER THE TOP OF BOND BEAM 4' /taA OR OR 5 AT 48" 24' E PL FOR O5T SIZE NOWS 1. vaofxiax 47ew L Ea S E POI RWR OF TFILINTELBEM] O.C.PRE-EWSIEERD AT TOP OFCMWALLTHENA5I7PSONMT616CANBESUBSTITUTEDUR70D Tar-'s FOR EACH MISSED ' A' STRAP (TYP. U.ON.) PI VIDE 20 CW GALV. - L PROVIDE (V 5 AT 48' STRAP i-- PLEASE SECURE EACH MTSi6 FOLLOURY. THEATTA:CFEO TAEfLE AND FLASHMG FOR TRU55 TO SIT ON BOI I BEAM W/ U 5 GGNT. OZ. VERT. AND ( 2) 5 BELOIU EA PO5T lu 5 cONT. BELOOION 2) SMPSCN T522 (2430Lb. max UPLIFT) or w Ie.a o ACCORDING TO THE UPLIFT SHOWY FROM a` PROVIDE 25' LOCATFILL ALL a GIRDER (2) FRICsIJES RT2T112 (2930Lb. max UPLIFT) or THE TR155 ttAr•9FAGTt92ER INSTALL ALL SPLICES (T7PI TAPCGN5 WITH 1-1n° FIIN. ETBED. a CELLS WtTI-{ 2500 P51 Pl h tDE OPEN (2) 5EMC0 ADS-2 (3411Lb. max lBPl_iFT I. HEAD JT, AT 48' O.G. CONC. ALTERNATE FIOdCS INFND. FORUfEEPSL-t LL LINTEL 13EAM W/ ( 1) 5 clow- CMU FILLED CELL W 8' CM WALL -- SLOPNG BRACE EXTERIOR SIDE 0 GRADE AWAY 2x4 POST SEE DOUBLE TOP PLAN FOR QUANTITY U 5 VERTICAL ` OF WALL D1h2SY5' CNl FROM ROUSE PLATE COMPACTION OF THIS S I 1 n L`' SI' 1-So" MT516 AREA • 48' O.C. S K EI'BE W dab: a-224H ATTACH TAPGONS EVERY OTHER HOLE NTO FOOTMG Mil TOP OF FOOTER t?. ., - 9_. ttttts BEAM UY 6• MPL EMBED.- 4)' S . _. GONT, AS 2'-0' 3' GOY. I S{'l t NOTE: TAPCONS SFIOULD BE INSTALLED LD BE I LE S yAINR. L RE ALL REBAR C7YPIINSTRICTAGCOWITHIN STR T ArC 'S RECOMM4TWEoNsNOTE: EPDXY GROUT SHOULD 13E INSTALLED 14 R WP RETAINING WALL AT PATIO STRICT ACCORDANCE WTW THE MAPIFAGTURER1. NOTE: + BRACE SIDE OF WALL DETAIL for (2XiG SUBSTITUTION S2 REGOFrTEwATIONs, ADEQUATELY DURING CCrIPACTION For (IAIaGIRDERCONNECTIONMISSED "A STRAP DETAIL MISSED FILLED CELL DETAIL FOR PATIO SLAB LEAVE BRACES N PLACE FOR 1 DAYS AFTER ram•;03 M S M FC PATIO SLABISPOURED3'Wl:. Of- L HANDRAIL TO HAVE A CIRCULAR GROSS SECTION DIAMETER BETWEEN 1 1/2" TO 2", OR TO PROVIDE GROSS SECTION WITH EQUIVALENT O GRASFA51LiTY PERFORMANCE REFER TO FLOOR PLAN FOR STAIR QSECTIONSPECIFICTOTHISMODELlu 2XI2 STRINGERS AT SIDES d CENTER OF STAIRS W/ 2X4 5PACER AT 51DEWALLS. ATTACH SPACER TO EACH STUD WITH (2)I0d NAILS. Z lum d) i IX RISER 1 2X1' TRd = n w m F m 4X d - ATTACH SUM OF (2) RISERS FLUS (1) TREAD MUST EQUAL 24" TO 25" 3/4" SU5-FLOOR FLOOR TRUSS 2X5 STAIR LEDGER CONNECTED TO FLOOR TRUSS WITH IOd NAILS rib" O.G. TACH EACH 2XI2 STRINGER TO GER WITH (2)Ibd NAILS THRU GER INTO STRINGER AND (2)I0d NAILS TOE -NAILED ON EACH 51DE ATTA H R15ER TO EACH STRI I ER W/(3)Sd NAILS D TO EACH STRINGER W/ (3)IOd NAILS TOTAL STAIR RUN MIJ TREAD = q" EXGLU51 E OF NOSING T)"F I CAL 5TAI R aCN5TRUCT I ON SETA I L N.T.5. o < to c'$ nN Q J e:sE dice br: ,a dra.nby dm desgn cbedcea by:. — daea o-22-01 sheet A t 093 s2.1 Of 3 2X4 BLOCKING - 24'OC. oTYP. LATERAL SUPPORTTROOFt-jROOF TRU55 TOP OF FRAME WALL FIBERS - IASS TRUSS ` eeTt W%LAYOUT /2) IZd NA(L5 TO ROOF TRUSSES) S FELT OVER C. B l7YP.) — (2) 12d NAILS (TYP-) l/ Ib' OSb. OTFIERWISE NOTED IR• DRYWALL 2 - 2X TOP PLATE WOOD TRISSES ON FLOOR PLAN W/ "Q' 32" O/C STRAPPED ASspoV2' pRYIIALL —R-11 GATT INSULATION TRJS N ON TRU55 LAYOUTTYPICAL ( STUCCO 2- D STRAP TIES OVER STUCCO OVERFETAL LATH FIN45H (ALTERNATEOOVER6'FELT OVER L fXZ P.T. OVERIX8 RIS CEDAR FINISH) LONE EACiJ SIDE) TOP OF FRAME WALL CDR OVER 2X6 3/8' RCAIC 5A1M FINE SUEFA5CIA OR I/ 2• EXT. GRADE W/ CONT. ALIH' — 2X STUDS I6. O/G DRYWALL VENTED SOFFIT SEE FLR PLAN DBL- I" I-EADER FOR STRAPPING FOR 4'-6' MAX. OPENNG. DBL. 2X10 WOOD POST 3 L2' CONC SLAB NFAr'PR FOR 5 -9' PER FLOOR PLAN Wr40Ei3ES44 OVER MAX OPENING: UN.O. 2XBOTT, PLATE W/ b MIL. 3 1'. CONC SLAB 1/2"X8' AB. 32' O/C VAPOR BARRIER W/FIBERMESW ON WOOD POST AND "0' 32' O/C OVER TREATED WOOD POST CLERK COMPACTED PER FLOOR PLAN COMPACTED FILL PER PLAN FILL & MGNOLRHIC WRAPPED W)STUCCO LOCiR RA s Fri Iv z • 5 BA RS INTERIORPGRcu OR OR® CONC, SLAB FOR POST SIZE OR OR E FLOOR PLAN) FOR POST SIZE GRADE E 2 , s REBARs \k '• . -• .BRACING AT NON -LOAD BRG. THICKENED SLAB AT SCP SECTION @ COVERED PORCH aPPELEVATION ®REAR PORCH POST NB K _ EXTERIOR WALL DETAIL BEARING PORCH POST 11-IDRAIL GUARDRAIL ELEVATION MONOLITHIC DETAILS SIMILAR WOOD BALUSTER W/ DEC. WOOD RAIL ABOVE THAT MEETS GRA5PABILITY CODE NEWELL POST — TRIM — r / STAIR 0ONSTR BEYOND WALL C. FIR CAi UC12 C. FIR SKIRTEOARD INSIDE) IMPERIA NEWELL PC ZAIL H 2X6 HANDRAIL W/PLOWED RAIL CAP ABOVE THATMEETSGRASPABILITYCODE 2M BALUSTER—.! T i/ IX12 C. FIR SKIRTBOARD HANDRAIL OVER) 10 O. 01i; W DEC. IA700 RAILI J/ / IXI2 ELITE C. FIR SKIRTBOARD y, STAIR CONSTR. I PAST WALLnI V2' 1 P S T A I R R A I L S l L S _ a lRRICANE I• j ENGINEERING gym) n4- un P.Q. IOR16/613K7N SPEW m fl RTr6 DETAIL ® HANDRAIL ' " GM" P°I .Mis G! 0 — 9 a- K Q U as 00 J _! Qa ww 00 d: 33R 3 o gs' 55 E1N w aI 21 desgned tqr. n1 Sawn Wdmw desgn urea dbr-aww dab: 01-22- M sheet S3 Of- 11