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125 Bristol Forest Trl (3)
4!F a �R PERM/1 J i of r+'maw� CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT # ���� 3 DATE PERMIT DESCRIPTION PERMIT VALUATION / (� 9 SQUAREFOOTAGE City of Sanford Certificate of Occupancy This is to certify that the building located at 125 Bristol Forest Trail for which permit number 04-2334 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden 12/ 14/04 Engineering: D. Richards 12/07/04 Public Works: J Crumpton 12/15/04 Utilities: R. Blake 12/14/04 Fire Department: Zoning: Centex C)3'/Y� Y�/A . 12/21/04 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** Single Family Residence**** DATE: 12/13/04 PERMIT #: 04-2334 ADDRESS: 125 Bristol Forest Tri CONTRACTOR: Centex PHONE #: Greg 407-466-8067 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. �ngineering ❑Fire El Public Works OZoning O Utilities O Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** Single Family Residence**** 12/13/04 04-2334 125 Bristol Forest Trl CONTRACTOR: Centex PHONE #: Greg 407-466-8067 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ki— ❑Engineering ❑Fire 6lic Works V 4❑Zoning Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITION - A . _ r 9 n it of i J CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** Single Family Residence**** DATE: 12/13/04 PERMIT #: 04-2334 ADDRESS: 125 Bristol Forest Trl CONTRACTOR: Centex PHONE #: Greg 407-466-8067 I I I I I I E o N I I gu I aj -ri o a N CS tJ y t C C) C1 G F V V c r C- 1.bJ a. W H a ,. •C W ® _� :.i M S The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Fire ❑Public Works ❑Zoning _ tili es ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . . 248365 Parcel Number . . . . . . 22.19.30.502-0000-0800 Alternate location ID . . Location address . . . . . 125 BRISTOL FOREST TR Primary related party . . Type options, press Enter. 5=View detail Opt Description PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 12/14/04� 16:47:03 Free -form information PRESERVE AT LAKE MONROE *************** LOT 80************* SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2334 PD 6-24-04 SEE REC #6960 3/4"WA METER SET FEE $190.00 PD 6-24-04 REC#6960 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2001,: ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 125 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 80, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.##" or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION CITY OF SA FORD 20 E &COMMUNITY NUMBER 1 SEMINOLE B2. COUNTYNAME FLORIDAE 134. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AQ use depth of flooding) 12117CO035 E 4/17/95 4/17/95 X N/A b i u. indicate the source of the base Flood Elevation (brE) data or base flood depth entered in 69, ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11, Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® 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 of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AD Complete Items C3.-a4 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 NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or enclosure) 13. 9 ft.(m) co o b) Top of next higher floor 22.9 ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) CD o d) Attached garage (top of slab) 13. 5 ft.(m) ;Q'a - W o e) Lowest elevation of machinery and/or equipment ti servicing the building (Describe in a Comments area) 13.2 ft.(m) .0 o f) Lowest adjacent (finished) grade (LAG) 13.2 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 13. q h) No. of permanent openings (flood vents) within 1 It, above adjacent grade 0 o i) Total area of all permanent openings (flood vents) to C3,h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. . I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: JAMES J. JILES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 12/20/04 (407) 426-7979 h FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 125 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32T71 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) i Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, ff available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in. Sections A; B, C, and E are correct to the best of my knowtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law orordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate, Complete the applicable item(s) and sign below, G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevatiog information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED I 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: _. _fl.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS FEMA Form 81-31, January 2003 I Check here if attachments Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 80, 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). GRAPHIC SCALE CSX RAILROAD R/W 0 15 30 OLD MAIN LINE TRACK (UNPLATTED PER THIS PLAT) FOR THE BENEFIT AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: -N54'23'11 "W LOT 80 �n of 6,250 SOFT. t N O xl D n m 6.0, k o :.CS: LOT 81 TWO STORY CONCRETE BLOCK & WOOD FRAME RESIDENCE FINISH FLOOR ELEVATION=13.96 COVERED ENTRY 5.7'� 12.3' 1.3� TYp C Y I I 1 � I N j 10 UTILITY 1 EASEMENT WALK IS 0.5' OFf 0.00' 10 w LOT 79 na 't O n © tD to N Irl) Z 5.0' I i NNI S54'23'11"E 50,00' U (a� Of m; a� � � 35.85' — 1, 574.48' VT S54'23'11"E BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-17-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE'LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMNINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 80 BEING N35'36'49"E PER PLAT. (FIELD DATE:) 8-2-04 REVISED: SCALE: 1 = 30'FEET APPROVED BY: Si FINAL 12-17-04 CKB ASM39694 FORMBOARD 8-11-04 CKB JOB N 0. PLOT PLAN 4/12/04 SOO DRAWN BY: LOT FIT 12-13-02 CKB WALK IS 0.5' OFF_ �- 676 33 CENTERLINE OF4�pl RIGHT-OF-WAY LEGEND FND IRON� O® NO to/ — . — . — . — BUILDING SETBACK LINE — CENTERLINE Q FND NAIL DISC 4 2NO LB #68 1/17/04) ( — RIGHT OF WAY LINE }1.24 EXISTING ELEVATION 0 FND 1/2" IRON ROD AND CAP LB #6393 (12/17/04) CONCRETE CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE LB LICENSED BUSINESS L .DENOTES ARC LENGTH LS LICENSED SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION (P) PER PLAT PRC DENOTES POINT Of REVERSE CURVATURE (M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER - S/W SIDEWALK - CBW CONCRETE BLOCK WALL CP CONCRETE PAD Rp RADIUS POINT - CS CONCRETE SLAB I-IORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POl PCC POINT ON LINE POINT OF COMPOUND CURVE POC POINT OF CURVE 32789 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6,, FLQRIDA'.ADMINISTRATIVE CODE PURSUANT' TO.'CHAP.TER 472.027, FLORIDA FOR THE FIRM JAMES JAY JILES` PSM #4997 DATE CITY OF SANFORD PERMIT APPLICATION Q Permit # ; / 2 33-/ Date: (� 0 / Job Address: 12- S /3r/J "o % Fore-_N+ 77r 1, Description of Work: Historic District: Value of Work: $ _� UUU, d Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential - Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 3 Plumbing Repair — Residential or Commercial Occupancy Type: Residential-3 L Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: a Phone: ? Contractor Name & Address: 1�r C I� �W lrx Y �b. "! C s4- �l ( +` SS State License Number: ��C_ 1,1 Z(P g qS, Phone & Fax: N 0 % —2,35 / — S 7$ Z Contact Person: Phone: l ` d ij Bonding Company: Address: Mortgage Lender: ,;,Address: ., Architect/Engineer: Phone: Address: Fax: .i Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that.may be, found in the public records of this county, and th&re rriiybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that.[ will notify the owner of the property of the requqeen�tf Florida Lie 13. Signature of Owner/Agent Date ontra or/Age tt / Date 8 n i 1 a ii6 n Print Owner/Agent's Name Pri Contractor/Agent's N e Signature of Notary -State of`Florida Date Si aWre of Notary -State of Flori a Date �o,PRv °oa c FLORENCE A. DE GRAVE, - * R * M COMMISSION # DD 164286 Owner/Agent is _Personally Known to Me or Contracfey i ES: NO95 , m rrg12, 2006 _ Produced ID _ Produ2€i�'pDgY"""''fie or APPLICATION APPROVED BY: Bldg: Zoning: Utilities! FD: (Initial &Date) (Initial &Date) (Initial & Date) (Initial & Date) Special Conditions: COUNTY OF SFMINOi'E . . IMEjyjENT �v rTTY OF C,ANFORD STATFmFNT NUMBER 1O4-7�?88 �ATE: B||T\DTwn PtKm!| , `'IYI '`- '' -'---'--'-- ||wTT ADnPE5S����" - -- --''- ' o����� CJkA P/AT B(*)OK:- OWNFR NAmF� _ ADDRF9S: �PPiICANT e4DDn1"7:.*SS: ''- - - -- ----------------- ---- ' -- ' LAND USF CATE�nRY: 001 - S�n�!� F"pily D�ta,��� Hc''se TYPE i|SF: Repi�ential WORK DE�CR7PTION: Single Family �n.s�: Detached - C n"s+r"r+in" ----------' FEE BENFFTT ---------- RATE --- ' -r���-UNIr -- -. - - RATE PER --'_------ i & TYFo� '-' TOTA| n}}F TYPE DIST SCHED||LF DFSC- UNIT OF UNIT� ... - -- --'- ------ -- ------- ROADS -ARTERIALS CO -WIDE -- O ' ----- - ---------'----'-_- �ml onit $ 7O5'0O 1 $ 7O5.00 ROADS -COLLECTORS NORTH� O dwl unit $ T4?'O0 1 $ 142.0O LIBRARY CO -WIDE O dml onit $ 54.00 1 $ 54'OO SCHOOLS CO -WIDE AMUUNT DUF $ STATFMFNT RECEIVFD BY: -' STGNATURF: DATF� NOTF T� RECEIVIN� SIGNAT�RY/�PP/ lC��T: c�IL�PE TO �Or!FY pWH� AwD FNS||RF TIMFLY PAYMEmT MAY RESI I YO/!R /I^nILTTY FnR THE FFF. **I(.* nTSTnTnnTION: 1-COUNTY �-CITY 2-APP!ICANr 4-rp/>NTY **NOTE** PFRSOw� ARF AnVIGED THAT THT�:11 7S rA qTATEMFNT DF FEF� W*TC� �RF DUE AND PAYuBLE PRTOP Tp lSSYAurI:- 9/1I1 nrPIYITT� PFR�DNS ARF ALSD ADVISEn THAT AuY RTGHT� n� THE APPLICANT, OR^OWNFR, TO AnPEA| THE� �ALCULATIOpS nr T�F nnAn, LI�P�RY SYSTE1A/\ND/pR - MPACT FEF� MUST BF EXFRCI�ED BY F�iTNG Fm)CATTpNAL (SCun1/) I � A WRI?TEu P1 ST W?THI@ 45 ?�/'FN��R DAYS OF TuF PECFTVTuG STGNAT||RF DATE ABOVE, BUT NOT \��TEn THAu rFRTJFICATE nr (.1 OR OCCUPA"CY. TuE REQ!�EST FOR REVIEW M/IST mFET THE R��YIPE�FHTS OF THF CO||NTY'.AND DEVFLOPMEKIT CODE. nI::, TuF RULFS GnVFnNTun AnnFm� MAY BF PICKED UP, OR PEQ�ESTED, rROM TuF P!�� l�PLE�EHT�TT�H OFF�rr: �1O1 Fw�T FIRST STRFFT, SANFORn` F>'ORln� 7?771; (407) 6A5-7474. PAvmENT SuO/�LD BE ��nE Tn: ClTY pF 9�N1.7ORD BimDTwG DFPARTMFNT ToO unRTH PAPK �VFNi/F n�YmFNT i/D nE BY ruF �TuT�MFuT �j,II Aun rITY ��TLnTu� PERmTT NUMBER �T T�E T�n |FFT nF T�E @OTICF. ***TH7S �TATE�E�T IS VA/J� nNiY Tu COuJ/Iu?TION NIT� ISSi/��CE OF AW*� E FAMTLv T-4UTiDIun CITY OF SANFORD PERMIT APPLICATION Permit # :.. _.. l/ '. / 7 Date: Job Address: 0�{7� BRISTOL FOREST TRAIL Description of work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: �O Zoning: Value of Work: $ D Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool - Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole, MeclranicaL Residential Non -Residential Replacement New (Duct Layout & EnergyCalc. Required) Plumbing/ New Commercial: # of Fixtures # of Water& Sewer Lines" # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — ResidentialorCommercial Occupancy Type: Residential v Commercial Industrial Total Square Footage:O-99/ Construction Type: # of Stories: - # of Dwelling Units: _ Flood Zone: (FEMA form" required for other than X) - Parcel #: 22-19-30-502-0000— �Q 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE STE . #2000, ALTAMONTE SPGS , FL 32714 Phone: 407 - 661- 217 6 Contractor Name&Address: PATRICK J K T E 'HOME SAME AS ABOVE LITa e tcense Number: CG C049689 Phone & Fax: 407-661-2176/661— , 9� tart o w! JA�C'sKIE ;C'A INES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: HURRICANE ENGINEERIN I': r R' '. Phone: 407.774-9003 Address: , : 327 6 Fax: 407-774-8477 Application is hereby made to obtain a permit to�6 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:W OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in 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 will not the owner of the property ofthe requirements of Flo da Lie Law, FS 713: R 13 200 Signature of Owner/Agent Date Signature of Con ctor/Agent Date PAT' TIGHT Print Owner/Agent's Name Primi tracto /Agent's Name APR 13 2004 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is XX Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg. /`l `y / Zoning Utilities: FD: (initial &Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: �...... • KIMBERLY A. .... ............. sROWN � Pp,.", -= CommtQQ0 2 Expires 329/208/0, Bonded 4hro 432�254: Foae o (800 ) t .......::.. Florida Notary Assn Inc ................ i . 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 NiRUNNE NORSE, CLERK OF CIRCUIT GO11RT SEMINOLE COS B€t 05269 pG 1720 CLERRIS # 2004058419 RECORDED 04/19/20@4 1E:44:46 F14 RECORDING FEES & eg RECORDED DY S O'Kelley THE UN13ERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. .Description of Property: LOT PRESERVE AT LAKE MONROE Recorded y- in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 CERTIFIED COPY ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST WIARYANAIE MORSE W E CI Name of Fee Simple Titleholder: N/A r INOLE IV 0 A 4. Contractor: CENTEX HOMES' (� 385 Douglas Avenue, Suite 2000 �J 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 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) Debra A. Ri gs OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME TWS APR 13 Z004 BY DEBRA A RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION We 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. A 0 NOTARY PUBLIC ..JACK...... IEES���.ee..e..a ,auunr,,, Comma OD02529M ,ra4"vpr v� Expires 1f21@005 s Bonded thm (WO)432.4254 piva P`..Florida Inc I 5 ❑ 6_ Date 419 :. Cityof Sanford Building Division g Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls_ Provide side view details of these footers with reinforcement bar replacement- b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code- C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. C. 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: 1. Garages/Carports 2_ Porches/Entries sq. ft. 3. Patio(s) sq. ft, 4. Conditioned Structure sq. ft. i- Total Gross Area sq_ ft. Three (3) sets of completed Florida Energy Code Forms_ Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative_ Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept_ c. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e_ Property ownership verification. £ Driveway permit issued by City Engineering Department. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalt% under city ordinances. APR 13 2004 Owner/Agent Signature Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I PARCEL DETAIL <1 Back C> SClflllilYlC Cl9tF'PIiV F3u�rat;rFr:e,1a -7- ' ,t tian1ord F1. 12771 m' 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market S3-SANFORD Parcel Id: 22-19-30-502- Tax District: WATERFRONT 0000-0800 Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: Depreciated EXFT Value: $0 HOMES Land Value (Market): $26,000 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $26,000 Property Address: 125 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $26,000 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 80 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 26,000.00 $26,000 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=22193050200000... 4/12/2004 Nt=h'_ktd=*r Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centexhomes.com SENIINOLE COUNTY BUILDING DEPARTMENT Effective immediately, and until further notice, this letter will stand as authorization for Nan Holmes, Jackie Caines or Mindy Holmes to sign permit applications and energy calculations for any lots owned by Centex Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license for the subdivision and lot specified below: Subdivision: PRESERVE AT LAKE MONROE Lot: 8D Patrick J. Knig CG C049689 STATE OF FLORIDA COUNTY OF SEMINOLE The following instrument was acknowledged before me this MAR $ 2004 by Patrick J. Knight, Division President of Centex Real Estate Corporation, a Nevada Corporation, managing general partner of Centex Homes, a Nevada general partnership for and on behalf of said corporation. Patrick J. Knight is personally known to me and did not take an oath. Notary Public -State of Florida at Large Commission No.: My Commission Expires: o aaceye ; KIMRERLY A. BROWN =,• *-_ ��Y C;()IIIN'IiSSIIi�! # fiD 098590 EXPIRES orCh 29, 2004 Underwriters n CENTEX HOMES CITY OF SANFORD PERMIT APPLICATION Permit # : C�—A' a)r )q Job Address: Date: D'escription of work: New Single Family Residence Historic District: Zoning: Value of Work: S Lot #:� Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS �� Addition/Alteration Change of Service_ Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wat Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential ✓ Commercial Industrial Total Square Footage: Construction Type: # of Stories: _ _ # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel # (Attach Proof of Ownership & Legal Description) Owners .name & Address: CentexHomes 385 Douglas Avenue -Suite 2000 Altainonte Springs FL 32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric Co of Florida 4874 S. Orange Avenue Orlando, Florida 32806 State License Number: EC0002494 Phone & Far: Fax 407-851-1226 Contact Person: John Findlay Phone: 407-851-1220 Bonding Company: Address: Mortgage Lender:_ Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen 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 Bld : a I°IAN� �v11 Bldfnitial & Date) (Initial & Date) APPLICATION APPROVED BY FS 71 re of-Ci5hctor/Agent Date Charles W. Cannon Print Contractor/Agent's Name griature of Notary -State of Florida ate Contractor/Agent is Personally <n Mf6TRIC=IA A. KADIJAO Produced l Ilk. MYCOMMISSION-1 DD0Mr,'6 EXPIRFS: Mi.,d!i 2S, 2 75 Utilities: FD: 14aoaM40TARY FLPtcttzsys*1AC0aS&1d1V1fu (Initial & Date) (Initial & Date) Special Conditions: G Perrnii (.- -Build' eg I rt-a-ty�'.1° fts?."!>1l y'`J�C•:�Tiyi'l1F} �::��'�3�ea3 rSul. ,. /� 7's`t0�'J F��d€"'€��irj"a C'ni-??3ge ,f7C.G' 3et,C.l, 'i � a ama' i?Osidlet2eiat Nor-Re-sidential PhIMbitg/ New Eor;r mercand ;;I Of a$Rt se3v€: ;ems oo Gan 1 ri�ts. Pill mbtr" env Rende6ta-11: ? Gfwawor6aseis {,' B�ACEPI"d7a. or coo-kvZrk7c —1 0gat "rac➢' Type: Residential Commie ci-1 Indu ial v1yC-2re FOI A-vge: CohEtraetiogType: Of Strries: A, of D"' e-laing Units: Fio"A Zene: (FEMA fem reow!ji c4 for (.Av2d€ r r a3 >5ate: �Prip, & Lega6 Owners N,,tne Address: Phone: Contractor INEme c& address: Art n ecense A = RUM Phone & Fat: 7 J` it F•E�lif P D f iRM.62£e2r4 Bonding Company _ Address Mortgage Lender: -- -- Arch4ecUEngireer: Phone: — Address! Ap�licztion is hereby made to oh air a p ,,, t to do the work a -rid installations as indicated. I cerli_y'that no work or insxallation has conv)ier,i ed price u, tl,e = issuance of a per nit wid that E)l Work will b-, ,.,ao;, ,.d to rt ataida;ds o, ail la.Vs -ep .laft,- eo,,JS-,.v on bn thas jurisdiction. j unde-siznd' tTiaf a separate pe -,nit must be secured foT ELECTRICAL VdORi , PLLRM MG; SIGNS: WELLS; PO07.51, Fkjkl,dACES, BOILERS, HEATERS-, TPzj' FKS, and AIR CONDITIONERS, etc. OVv TIER'S AFt i DAi✓pi; i rti ✓that all of the re coot g nCo-t o is accurate a_Dd E4as all riorl€ ay-11 bs done in coi-i-,phance with li apphcal l,. i%w:. , t j,oJ.cilg constw6on a?d toning. ;7VA<*',N' D'4G TO O i Nr . `'OU , c JLU E-5 TO RECOR, A NO i ICE OF CC',i\ vJ-FNCl ty-H i a i pCA" JtJL i T),4'i'tI )1 1 i, ti 3G ! wicl-c POF 90PROVi MEN T 1 TO YOUR aa0 rZ t s it 'OU ti i i ri ID TO OBTAIN P-M4A-MCT G-, CONSUUF oi/i F F.1 YOUR ? ENIDER rM H).t A TJ GRrIEY BEFOREE i ECOPJDDgG YOUR 1d0! jCF OF COS IIyiLNCEMEI\iT. iwOTiCE: hi addition io the requirement o; this Perm it, thcTe aw be addinoazl resuicticns applicable to i'll_is prope-re/'that may be found ir, the pu ilic m-c mcs of this counjq, and there ra_; be additional pc nit requiem eiom other Bove-mn'it_1 en5ties such as lva.'ier manago-e neat disticts, state adenaes, of agrnnes. Acceptance of pemnit is venfieztion that sell notify ilie owa,Cr of the properly of the requirements of Ilorioa 13. _ - SD r3 0 2004 Signature of Owner/Agent Daic S all of Con e26 gent - Date G. DELLO Russo Pr nt Owner/Agent's ]Jame nt Contra toi t.'s Na e - -- SEP 3 0 2004 Signature of Notary -State of Flonda Date awre of ho-7-Slate of FlonZa Date sn�eaamaa,q_abxrc+cs+4• DIANECAROLTOOKMANiAN Owner/Agent is _ Rersoiiall' ;;{no •n to Me of ' ( >- MY COMMISSION # DD 184234 Conlractor/Ac;-::> ruary 17, 2007 I roduced ID ,p�: ,� I "4Fo, Fo;.° BondedThruNotaryPubl ProduceC tcUndemiior— H'U(A] ION AITROVFD BY: 131dg' Irma) e& Date) Zoning. (Initial c$ Date) (Initial Dale) (hi-mal & Dat 1;xcij] l ,mduions`. 4. 0 }M ►,9 i A _. PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 80, 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 80 CONTAINS 6250 SQUARE FEET t (LOT ONLY) SQUARE FOOTAGE (LIP m nlRa) THIS STRUCTURE CONTAINS 1505 SQUARE FEET t TOTAL CONCRETE 540 (WITHIN LOT ONLY) SQ. FT. t TOTAL SOD 4205 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 31% t LOT 80 UP TO CURB CONTAINS 6800 SQUARE FEET t THIS STRUCTURE CONTAINS 1505 SQUARE FEET t CONCRETE 873 SQ. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 4422 SQ. FT, t CSX RAILROAD R/W - OLD MAIN LINE TRACK - (UNPLATTED PER THIS PLAT) 50.00' 1' = 30.------- - GRAPHIC SCALE -- 0 15 30 to LOT 80I - DRAINAGE TYPE A I I I N I ' - ._.—.—.—.—. ID • N of Z I D I m • , N , 1 Z- > 1 D .. IZ 5.0' QP 40.0' 1' 5.0 - LOT 79 LOT 81 (n z :.nl N CI1 r j n 40.00• PROPOSED - r 1 l/, N i.rl 8 b� PIA Ui W m 2509-B o o FINISHED FLOOR o a' ELEVATION=13.90 n A/ - � -.)T - AI t0 CITY�V I ESE® CO COVERED f1l EMERY S�NFORp zo r S D 5.0' 10' UTILITY ------'s iEASEMENT 1 �`•,.':r r: •-.'•�.. i.., ,�. n ----- Z I 50.00' <' NN In l.s 1 35.85' 554'23'11"E ! 574.48' 610.33 CENTERLINE OF-) BRISTOL FOREST TRAIL - RIGHT-OF-WAY - BUILDING SETBACKS FRONT: 25' 50' RIGHT-OF-WAY REAR: 20' SIDE: 5' CORNER: 15' LEGEND • - BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH — CENTERLINE POD POINT Oil BOUNDARY PREPARED FOR: PCC POINT OF COMPOUND CURVATURE CEN TE X, HOMES — — RIGHT OF,WAY LINE 04x PROPOSED ELEVATION - POC POINT ON CURVE PD PLANNED CIAL RECORD NNED DEVELOPMENT PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE 1. ELEVATIONS SHOWN ARE PER LOT GRADING L DENOTES ARC LENGTH PLANS PROVIDED BY THE CLIENT. L_J CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PCP PERMANENT CONTROL POINT TYP TYPICAL THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (P) PER PLAT A/C AIR CONDITIONER LIST FOR CONSTRUCTION. (M) MEASURED CBW CONCRETE BLOCK WALL_ ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FND FOUND CONCRETE WALK RP RADIUS POINTC/W FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES S/W SIDEWALK CS CONCRETE SLAB ONLY. THIS IS NOT A SURVEY CP CONCRETE PAD PB PLAT BOOT( C CHORD LENGTH SO. FT, SQUARE FEET NG THIS IS A PLOT PLAN ONLY R RADIUS PGS PAGES NATURAL GRADE RIGHT-OF-WAY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SURVEYOR .HAS NOT ABSTRACTED THE "" 1. THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, LAND' SHOWN HEREON FOR EASEMENTS, RIGHT AREA OUTSIDE 100 YEAR FLOOD PLAIN. OF WAY, RESTRICTIONS -OF RECORD WHICH THE SURVEYOR MAKES NO GUARANTEES AS TO THE MAY AFFECT THE TITLE OR USE OF THE LAND ABOVE INFORMATION. PLEASE CONTACT THE LOCAL -__ 2. NO UNDERGROUND- IMPROVEMENTS HAVE BEEN F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. 3. NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL BEARINGS SHOWN HEREON ARE BASED ON RAISED SEAL OF A FLORIDA LICENSED SURVEYOR THE NORTHWESTERLY LINE OF LOT 80 AND. MAPPER. BEING N35.36'49"E PER PLAT. (FIELD DATE:) REVISED: 4- SCALE: 1 = 30 FEET APPROVED BY: SJ AMERICAN SURVEYING & MAPPING 4RS ASM39694 JOB NO. CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 THE PLOT PLAN a/t2/oa soo 1030 N. ORLANDO AVENUE, SUITE B FIRM DRAWN BY: LOT FIT 12-13-02 CKB WINTER PARK, FLORIDA 32789 (a07) 426-7979 WILLIAM R. MU CATEL 28 DATE FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A .Project Name: 2509 LMR`0b0 Builder: CENTEX-FOX & JACOBI Address: 12S BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: O -.)33 Owner: CENTEX HOMES Jurisdiction Number: 69150� Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a_ Central Unit 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 2509 ft2 c. N/A 7. Glass area & type a. Clear - single pane 258.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 f12 _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft2 _ d. Tint/other SHGC - double pane 0.0 ft2 b_ N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) 11 _ c. N/A b. Raised,Wood, Adjacent R=11.0, 399.0ft2 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.1, 802.0 ft2 _ b_ Frame, Wood, Adjacent R=11.0, 310.0 ft2 _ b_ N/A c. Frame, Wood, Exterior R=11.0, 1176.0 ft2 _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 ft2 _ 15_ HVAC credits- b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, I L Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup_ R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 31902 PASS Total base points: 35706 I hereby certify that the plans and specifications covered by this calculation are in compliancewith the Florida Energy Code. PREPARED BYz� , DATE: 0 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT.--M DATE: IAPR 0 5 2004 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553PILOg Florida Statutes Cap: 42.0 kBtuAu SEER: 12.00 Cap: 42.0 kBtu/tu _ HSPF: &50 Cap: 50.0 gallons _ EF: 0.86 0, THE ST9 � BUILDING OFFICIAL: ITY OF DATE: EnergyGauge® (Version. FLRCSB v32) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I IW. 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.E 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 0.97 832.9 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 1.18 946.4 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 2.13 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 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 1w 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 52710.2 1.00 1.125 0.284 1.000 16851.5 i EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: r:. BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 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 18.0 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 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 ,f EnergyGaugeTM DCA Form 600A-2001 EnergyGauge@/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 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 16851 4556 10495 31902 41 EnergyGauge'rm DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.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 >118" 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. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPLJ_ DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family I 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 2509 ft2 c. N/A 7. Glass area & type a. Clear - single pane _ 258.0 112 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft2 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8_ Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, I62.0(p) ft c. N/A b. Raised Wood, Adjacent _ R=11.0, 399.0ft2 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance a. Concrete, Int lnsul, Exterior R=4.1, 802.0 ft2 b. Frame, Wood, Adjacent _ R=11.0, 310.0 W _ b. N/A c. Frame, Wood, Exterior R=11.0, 1176.0 ft2 _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 ft2 _ 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, It- Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, v' MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Dg� 0 5 2004 Address of New Home: (21-1 BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 ;4 Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap. 42.0 kBtu/hr _ HSPF: 8.50 Cap: 50.0 gallons _ EF: 0.86 9' THE s7r "1104 ti :MO' ., *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmilesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec.ucf edu for information and a list of certified Raters_ For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) ti Y 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 f Desi nlnformafion Weatlier. 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 Method Simplified won quality Average Area ft2 2509 2509 Heating Cooling Volume (ft) 20072 20072 Air charpesA-mr 0.70 0.40 Equiv. AGF (dm) 234 134 Heating Equipment Summary Make JANTROL Trade Efficiency Heating input ut HeeaaaUlinngq output Anse dual'heatihg fan Heating air flow factor Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 'F Daily range M Relative humidity 50 Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 29386 Btuh Ventilation 1485 Btuh Design temperature Swing 3.0 'F Use mig. data n Rate/swing mullipfier 0.98 Total sens. equip. bad 30253 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 3946 Btuh Total latent equip. bad 7538 Btuh Req bfaul �atyatat 0.70% SHR 3 3.6 Btuh ton Cooling Equipment Summary Make J*FfROL Trade 7B HSPF Efficiency 120 EER Sensible cooling 29050 Btuh 0 Btuh @ 47-F Latent cooing 12450 Btuh 0 °F Total 000firlg 41500 Btuh 1400 cfm Actual 000 ng fan 1400 cfm 0.039 dnvBtuh Cooling air flow factor 0.048 ctmlBtuh Load sensible heat ratio 80 % Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoff Right -Suite Residential"' 5.5.06 RSR26014 ACCN E:%Files\flFox & Jacobs 2002\250912509.rsr 2002-Apr-03 16:42:13 Page 1 a 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 fl3 x 0.0167 = 234 cfm 2 Winter infiltration bad 1.1 x 234 cfm x 32 °F WrierTD = 8243 Btuh 3. Walter irlfiMration HTM 8243 Btuh / 296 ftz Total window = 27.8 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer'infilhationAVF . 0.40 ach x 20072 ft3 x 0.0167 = 134 cfm 2 Summer infiltration bad 1.1 x 134 cfm x 18 °F SLrrmerTD = 2650 Btuh 3. Summer infiltration HTM 2650 Btuh / 296 ftz Total window = 9.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff. x 134 cfm = 3946 Btuh Procedure D - Equipment Sizing Loads 1. Sensible stung bad Sensible ventilation bad 1.1 x 75 cfm vent x 18 °F SrrrmerTD = 1485 Btuh Sensible load for structure (Line 19) + 29386 Btuh Sum of ventilation and structure bads = 30871 Btuh Rating and temperature swing multiplier x 0.98 Equipment Sizing bad - sensible = 30253 Btuh 2 Latent sing bad Latent ventilation load 0.68. x 75 cfm vent x 43 gr/Ib moist.diff. = 2212 Btuh Intemal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3946 Btuh Equipment sOM bad - latent = 7538 Btuh `Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Pre rtoLlt ceit lied by AC -A to meet al reW rerrmis of Manual J 7th Ed. ,Q wr-i9htSoft Right -Suite Residential- 5.5.06 RSR26014 ACCK E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr 2002-Apr-03 16:42:13 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2509 8.28.01 r 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 4-pyl 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.BTHMIC 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 54A 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 Ati vvriq '7t50ft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16A2:13 )m E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J WORKSHEET 0 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 IVVVVIY+L It f" t a 1 Namedroorn EsSreHose FAMLY PDR NOOKAQTCHEN 2 Lmpdeposedva 323.0 ft 54.0 It 4.0 It 34.0 ft 3 Rromdir>ffwz 17.0 x 15.0 It 4.0 x &0 ft 24.0 x 11.0 ft 4 Ce3gs Candt Option 8.0 Mood d 8.0 ft 1reaLbod 8.0 ft he" 8.0 ft hq4 and TYFECF CST HTm A. Lmd(Btrtt) Arm Low (Btiir) Area Lmdwo Arm Laed@k4 EXPOSURE NO. Htg CIg (fe) Htg I Clg (ft) Htg Clg (W) Htg CI9 Htg I Cig 5 Gross a 14B 4. 21 Exposed b 13C 3 1 "" 1 "" "" "" 0 VA& and c 12C 2 1. 1286 "" "" "" "" 0 partitions d 0. 0. "" "" "„ "" 0 e 0. 0. ,, . .... , » .., «. 0 f 0. 0. "" "" 0 "" "" "" ""` 0 6 V*xbmand a 1C 37. " 21 8057 - 11 10 - glass doors b 8C 37. 1478 - 0 "" 40 1478 - He�g c 9C 38. "" 0 0 d 0. 0 e 0. "" "" 0 0 7 tNricinsard North Of 0 0 "" "" 0 glass doors NEMW 0. "" 0. 0 "" 0 0 ""` Cooing ENV 54.4 12294 "" 1741 50 "" 272D SESW 0. "" 0 0 0 0 "" South 30Y 973 0"" "" 0 "" Horz 01 0 0 "" 0 "" 0 8 Other doors a 11A 18. 12 717 484 18 340 229 0 b 11A 18 12. 0 0 0 c 0. 0. 0 0 0 0 9 Net a 14B 4. 21 81 3696 1651 240 1106 494 212 1023 457 egmsed b 13C 3 1 310 977 333 447 166 1 101 37 0 vvals and c 12C 2 I.E 117E 3397 2286 00 0 0 partitions d 0. 0. 0 0 00 0 0 01 e 0. 0. 0 0 0 C 0 f 0. 0.0 0 0 0 0 10 cAmbgs a 10G 1. 1.4 1741 183B 2413 0 2u4 279 b 0. 0. 0 0 0 0 0 c 0. 0. 0 0 0 0 0 d 0. 0. 0 0 01 0 0 e 0. 0. 0 0 0 0 f 0. 0. 0 0 0 0 11 Floors a 224 25. 0. 162 4199 0 54 1400 0 4 1 34 881 (Nod: room b 19G 1. 0. 300 453 0 0 0 0 i c 0. 0. 0 0 0 0 0 sdispll.. d 0. 0.( 0 0 0 0 C 0 0 for slab a 0. 0. 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 0 12 kdMration a 27. 9. 8243l 1 448 50 1 13 SulJoW bss=64- +11+12 "" 33016 "'* «« 586f . ,, «« 5423 „» Less exixrd heating, » .... ..,, redistrbrrtion .10° .. ,..10/ ,,..10°/ 0 " 14 3305 - 10'/ 59 - "" 542 15 Total loss =13+14 36391) - "" 6456 - 16 trrtgains: Pieople@ 300 E - 180D 4 - 120D 0"" 0 1 - 180D - 0 1 "" 1 17 SbbU RSH gaiF7+A8I+12+16 "" - 25714 "" - 4218 " 5191 Lessedrr>a axing «» «» 0 •»• 0 , •• •»• ,•, • ,• Less lrarisfer •»• »» 0 »» •• , 0 C kg rejstraxrtion «» ,«. 0 ,«. . ,, 18 Duct gain 101 - 2571 101/ - 428 10/ 10% - 51 19 Told RSHgai"17+18)-PLF lDD - 2M 1A0 - 4706 1.00 "" 41 1AD - 57101 2D Air required ((*n) "" I 1400 1400 241 224 "" •••,21 23, Pr6Ttout ou fled by ACCA 11D meet all requirements of MM tai J 7th Ed. wrrrgl ittsoiFt Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 ��` E:1FileslflFox & Jacobs 2002\2509\2509.rsr - Page 1 RIGHT-J WORKSHEET 0 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 rvv+rt<�r ,r rrn nn 1 Namedroan LDY DNIUV)FOY MSTRBR MBTFWVIC 2 Larideposedva &0 ft 64.0 ft 40.0 It 30.0 It 3 Roomdmasiors 16.0 x 6.0 ft 19.0 x 220 ft 21.0 x 19.0 It 13.0 x 16A It 4 Ceilings C & Option 8.0 1 hedl000l 8.0 ft hedkod &0 ft hedkod 8.0 ft i heaVmd TYPE CF CST HTM Area toad" Area Load W) Area Load 9i" Ama Lnad W) EXPOSURE NJ. Htg CIg (ft) Htg Clg Htg Cig (fF) Hig Clg OF) Hi<J C19 5 Gross a 14B 4. 21 4E"" "" m - "" - - 0 - - l5posed b 13C 3 1 "" "" 136 - '" - - 0 - - vrals ad c 12C 2 1. - - 320 - - 240 - - partitions d Of 0. "" - - 0 - ,.- 0 - - e 0. 0. "" 0 - »- - - 0 - f 0 0. , . - «« 0 - - 0 - ..- 6 V*xbAsard a 1C 37. "" 64 22 11 - 0 - glass doors b 8C 37. '" 0 "" "" 0 " Hrafng c 9C 38. 0 "" "" 0 0 "" d 0. 0 0 f 0. "" "" «" 0 0 7 ftxb sad North 0. "" 0 0 "" 0 "" 0 glass doors NEMW 0. "" 0 0 0 0 Cooig EAN 54. 0 32 "" 1741 "" 1741 0 SE)SW 0. "" 0 "" 0 South 30. 0 32 973 "" 0 "" Hors 0. "" 0 0 0 "" 0 " 8 Olherdoors a 11A 18. 12 0 20 378 255 0 0 b 11A 18. 12 0 0 0 0 c 0. 0. 0 0 9 Net a 14B 4. 21 221 99 1346 601 0 0 eposed b 13C 3 1 0 1 428 159 0 0 viand c 12C 2 1. 0 0 28B 240 Eel partitions d o. 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 f 0. 0. 0 0 0 0 0 10 Ceilings a 16G 1. 1. 0 0 0 399 421 208 b 0.0 Of 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0- 0 d 0. 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 f 0. 0. 0 0 0 C 0 0 11 Floors a 22A 25.S O.0 E 156 0 64 1659 0 0 0 0 0 (Noce: room b 19G 1.1 0. 0 0 0 399 453 0 c 0. 01 0 0 0 0 0 isd d 0. 0. 0 0 0 0 0 0 0 for slab a 0. 0. 0 0 0 floors) f 0. 0. 0 0 0 0 0 12 Induration a 27.q 9.0 C 0 84 2339 752 8911 296 0 13 Stbbtal loss=6 -8_+11+12 377 "" "" 8515 "" 911 " Less etrrd hang 0,••• • ,• «» ,, . «« .. ,.. Less transfer «„ .... ., . ., , .. .,.. 0 , .. Heating redistribution , ,. ..,� .... „_. 14 10° "" 0/1- 1UX - 10% 91 " 15 Total loss =13+14 414 93671 - "" 41 - - 1002 16 tint. gars: People @ 300 C- 0 1 - 300 1 "" 0 1200 1 - 600 0 0 0 17 SublotRSHgaiF7+�2+16 - 699 "" "" 4781 34 - Lesse(barrd000ig ,,• •••• 0 •,•, «» 0 •••• ••» ,,• Less transfer •• - •••• 0 ••,• •••• •••• «» , ,, Cook g redsbbrfim ,•» • •• 0 «,• ,• , ,•,, •••• ,,,• «.. 18 Dud gain 101 - 70 1�/ 478 IN "" 101/ "" 19 Total RSH gan{17+18)RF 100 "" 769 1!)0 "" 1.00 '"" 1D0 20 Air required (an) 1 37 - 361 251 1 181 P nhA certified by ACCA to meet al �s of Ma xd J 7th Ed. wr�ghtsoR Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 'gyp` E:\Files\f\Fox & Jacobs 200212509\2509.rsr Page 2 RIGHT-J WORKSHEET 0 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 NWNIIALI AhEd 1 Namecfroom BDR►vT2 BDRW BTH2 BDR04AGAWFM 2 La* ofegosed%d 15.0 It 2B.0 It 6.0 ft 420 ft 3 Ro=dmergors 15.0 x 17.0 ft 13.0 x 15.0 It 16.0 x 6.0 ft 18.0 x 18.0 It 4 C&� CorckCgion 8.0 heaVood &0 ft leaYCocl 8.0 ft heatlood 8.0 ft i hea" TYFECF CST HTM Arm LoadW) Area Loed(BGh) Area Lned(Bhh) Area road() DFOSLFE Na Htg Clg (tt) Htg Clg W) Htg C19 OF) Htg Clg (tll) Htg I Clg 5 Gross a 14B 41 21 0"" "" "" 0 EVosed b 13C 3 1 "" "" "" 0 %ols and c 12C 2 Is 1204E partbons d 0. 0. "„ "" "" "" ".' "' 0 e 0. 0. "" "" "" "" 0 f 0. 0. "" "" "" 0 6 V*daasard a 1C 37. 1 591 "' 10 591 "" 48 171 glass doors b BC 37. ""' 0 Hang c 9C 38. "" ""' "" 0 d0. "" 0 , e 0. ""' "" "" 0 f 0. 0 7 Wrda&sad North 0. "" 0 0 0"" 0 glass doors NEMW 0. 0 () "" "" () Cooing FJW 54.4 1 870 16 870 "" 48 "" 2511 SEISW 0. 0 0 ""0 0 " Soul, 30. 0 0"" "" 0 Horz 0. ""' 0 0 "" "" 0 8 Other doors a 11A 18 12 0 0 0 0 b 11A 18. 12 0 0 0 c 0. 0. 0 0 0 9 Net a 14B 4. 21 0 0 0 0 0 eposed b 13C 3 1 0 0 0 0 vw& and c 12C 2 I.E 101 30C 202 20B 599 404 4E , 288 629 partitions d 0. 01 [j 0 0 0 0 0 0 e 0. 0. 0 0 0 000 0 0 f 0. 0. 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1. 255 299 353 196 20E 270 9E 101 133 324 342 b Of 0. 0 0 0 0 C 0 0 C 0. 0. 0 0 0 0 C 0 d 0. 0. C 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 f 01 01 0 0 0 0 0 C 0 0 11 Floors a 22A 25 0. 0 0 0 0 (Note: room b 19G 1. 0. 0 0 0 c 0. 0. 0 0 0 0 0 is�dsppLL d 0. 0. 0 0 0 0 forslab a 0. 0. 0 0 0 0 doors) f 0. 0. 0 0 0 0 12 Infiltration a 27.q 9 16 4461 143 161 446 1431 0 48 1337 13 Subk3d bss 6+8_+11+12 "" 1606 "" "" 1842 X"" "" 'm - Less a da d heating 0«« • •• ,•,• •,•• ,... «« «» .... Less transfer ,... .... .,,. .., .... .... ..,. redistribution ..., «., ,.» 14 Dudes I(P 161 "" 10'/ 184 "" 19% 101/ 'a " 15 Total ioss =13+14 "" 1766 23q 4711 16 Irtgaim Fl3ople@ 300 C"" 0 0 ""0 0"" 0 " Imo 0 0 "" 0 " 17 Srt�t RSH gaF1 F7+&+2@16 "" 15EB "" 1688 22E"" "" 4051 Less edam 000ing •«. «., 0 « . «„ , ,. •«, ,... ,... Lesstrarsfsr ..,, «» 0 .... .«. .... ,,,. Goofing redisbdxrtim »•, «« 0 «» «« 18 Dudgain IUIX 157 19/ "" 169 10'/ " z 10/1 " 19 TcW RSH g irF(17+18)-PLF 1A0 "" 17ffi 1.00 "" 1857 1.00 - ,� - 44 27 Air regked 0m) ,••• «« ••,• 1 1 _j 181 21 P kYatt caged by ACCA tD meet aft mqxe� of MmU21 J 7th Ed. wr�gi r'tsOft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr703 16:42:13 '�� E:\Files%f\Fox 8 Jacobs 200212509%2509.rsr Page 3 IT, rn 0 c 4 3 2 1 IG 1 p) WrYnu[ourz (nw ron u• Woe Doa REVISIONS TTA% wi TOC-L-La (TOP . norl REV, N0. ZONE: DATE: ECN NO. APPVO: DESCRIPTION TrFL S&W :No uncnwK.AON[snc WuNa wrtfn> i OPTIONI 330 Joss OR .r- A t1 e2 11/00 — 4wW I OTY (1) WAS (2) FOR TRACK 80LT ``//tl' ACRYUC rzj AvwUALC (iu SEctaN Y-B) so IUWTAU TRACK SUPPORT ITT 1A WKrL0CR No 00011 WnACLN (�0640CIA taDSN,wM '. DITOPSorrow CilG 1 Y r� � •� y y Hlw ti' ���••••••-------- IJG I pALv. (aTCLMACHCT. rrAiHWOOD JwwfN LISTED °NN^; C �I I I 'mh :' I 1• QAIIT6[L TMCK, TRACK CM 11rCKNWI .OW' DP� r. 1-1/B'.13 OA "V.v, STE6 rani eRACNET. TIot + OTN s+Dl"1)s) (4) TPA49 BAAUM ►CA S'Dc, ,A�• '/ � � ji � � � � � � TW Iowr IDcxwD MEW L I TaP BRACRO REPORT#9606C""°`°""` C ..: �• . 30 G. U-&WM MIiNI v`. PAR_P[vK�N—N(W.���G r1q U-Vlq (,0� NrAron�v OPnbl ' ' Y o O ONE U_W N NM .i+ ONE1,ON. CM) 111.1/e• sNca NS,TAL ICROrS .� 0 1W ,� y'XLOf ;;.M— A OP}. OUTWIT KEYm LOCH POSOION o Wx, 000R waM . 1/•-0• 1/ .•.J/ t• SOJ ' u�N ttrvAT10Y. TAPIv10 ��' Note g N!NfS. ,)y y,�q(EyreuTr Hwrr Hrw •r 7 yyP f0 7'.0' NIJN CONSIiT Or (J) SE IONf (SHOWN)). rPONr MAN( wTN U.Y. WAe11Dt Recovi m. L.a ISCRM WY K IOOIRrTROWNN 800M1i OYLM1 7'-0' MKR1 CONyBT Qr (I) SC ONS (NOT 3110MN). COATWo ON OUTSIDE �•� (air Nor RCOLNTD) TO Pnwa A iU)SN wwwr O STOP YOVIDwC BY ow NSTAllm (TO SUM yJRTAC . 8O101OMAL "a 00 NOT T1 AMW LAAO, UC TGLOw PWC "It7-E 10 Oti IyN. OAK. SrIIL CND sr" B _I - 14 THICK u°ri Dm [uL sDDrL 30 a C/LY, arc4 p TG• a xL D MOLDED WSIOC SmiofwMaYyPu-sp I V. OALVCK IJTs' RCTAVO WAbcmAfTO/[D t"ll/w/t• PAN MM SCPEW wM ONE S/ir.l.a/S"SKIN CGrzO rITN J-t0 MW. (10 SCRCRI 101 UTTJ J 5.1 31(CQIT OR 1/4t/' TMiP1CON SCJILWS . CIXTERI ON 1170-�%Y Cp 000 7/1.0. RWMOPVaNNANSKV LATCH CMOACCS IirS11ER (ONO M ROUfA) UpAUPORER)WAy1011 wftUOCD WrrN Slag' 0I m0. 7K41. 12 CA. oALY, IT. TOP OMO VUmCAI TRACC. yE,L.,s NKJ101q. I. O.D. N.1. wA51NA RCW.tCD 1• CALV. Srz[L TRACK TO I1 N tttoug "Osrw LAra ON Il OA. CAM ITCaL TRACTS. rAtIA04KU A7TACM(D4W/ 14 [/nlSIDE OrDOOR. (BU MOTT IKOSW ED 0 PROv+OC AOInRA TRInI ATT TCT IA) H T N w I / TRTN a 1 t•.1/e UT // 41t.a/e' aMICT YC11�) RI'TR srEE YOWRNO SWMALY NOr1oNTM WIGS w NOT a 1/� tt) I/1 a ♦ T 8C7aW'S PEA ua WNOG SNIP UV JONts. CM1CWS. TMNSM LW& V OUTSIDE KCTCO l HANDLE (NO 1' DN SHORT. STEW, 0 ►A41 STCSL ROILUI It " CALv. STUL , / [CNN STS.[ �... rnu nOrl IWSK MM MOLD, P.C. (NO HINGr FASTOIC0 Tor S �� p ro�N OR •,,P. Pv en.IPa fr,-new e.e M P.C.MPG j1XT1 �/ aTllEa W t) 1t.5/1 rules NAMOIL SNC[T AL CROWS r TAU U-wR a (4) T t•a t• SEv (m" 13 w DESIGN LOADS: +24.1 11 & -24.5 PSF STKL TAPPM SCREWS. TRAOX ON �R.] t1K OCLCN a/ TNC suPPJRTWa sTRUcruRAL Qyl(MI TwD•aTlrowM: SO,KS pRa( (� SIX RECORD yLu B1 THE RLSIONBA L" OI TIK PRp[aeaW1 Or TEST LOADS: +J8,0 PSP do -J7.0 PSF NANOIt OF DOOR. RECORD MR TIC WWM OR arRLMAC AMO W ACCOROAMOC O L I 7' I-- J' TALL N 10 G CALV. tR0. u-BME [NO SUDC BOLT wM CURRENT IUYCPIo COai FOR MC 1445 Ur= 04 oNgMa .P.R.m Ns w� sac W A 1-1-3-1 PATtcRN QQ G Tr'0 U•IAM1s SDIL LOCK [MraLs 7155 OM1AwINC, Np WPK A MIIm I[AL 1�ca�. PART NO,: - ^ 1.7/1' ON Borrow B[CTIDN, oNC'V-wl ON Nt. WTO MTI(AL A t[Cf10N C.), I.KM V-eM A7rAOH[D TRACK ONC IIOTM UPW.S 3W.4 oth"I.. III a0NU1' SL SYII 1600 r wM t%a�.3/i• s(t! TMPUIJ $CRM L= ON CwNMwi/R' �.••�»' Cinelnnotl OH 202 P[!t c LDaTIOM. UCM Me w ryyAY PR0011CTS m. TOLERANCES .I. IDEA TO. xa 1-i13+�e1-teDo O _ or 000R. w `:,p"'r.Iw .0 _ #.03 WI/mmdrG Fu Na I - Sly. 12-219 mK «AY.wr. Ar H.VWYN � venoN A:. tpmr YI[wl ��OLT / MuwNl n. PN...wN•L m '00 ' #.OIS DESCRIPTION; MODEL 6R5T W4 16-0 x 0-0: 24/-24.5 DESIGN LOAD OWG. � IJ a JAIv, also IwrtoN BIyCK[T. � #,(>01 DRAWN BY: BMM GATE: 4/18/00 SCALE: NTS ATTACKED wM (1) /It.S/e' SHCCT WeTAL SCALPS. I A jCr /. 1si� •'^'�"� ^"'• D.gn.R # 1/1' µWMNW CCM4JWN %Ii/ �C C T11Iro Mgl. UCHECKED 8Y: IAN^N DATE: 4/16/00 SHEET t OF t SIZE a NNri WCAT1 WW. CD - i PM).CUM DuJasOw AIIE W wcNFs, DWG, NO.: 102136 1 REV. NO. t N 3 2III','1� I11jf'' '�SJJ1 M 1tR ✓V.T'w `li r'J 'C OU1rlY � ,d .W I GS.., Q M 1 �pnFl OESGNATON: Thermo-Tru in -Swing Door wood 'lames System QFSQN PRESSURE RATING: 3 MAX 18" O.C. Single positive. 67.0 PSF Neq� MAYIMULI MTRALL NOMINAI SIZE Single up to 5'4 x 6'0 w/wo s7de0os Double up to 8'4 x 8'0 ./wo siduJi!ea - • •.a Single with Sidelites Positive 60.0 PSF Neg I)SAra r [0Ni1(iX, Ox. X0, OXO, xX, OXXO�RAT10N5• Double w/wo Sidelites Positive 47.0 PSF Nag OFNFRAI DESCRIPTION: The hood and aide jambs are f7n9erjoint pine measuring a min. 4-9/16" with a 'V2' rabbeted stop. Q 3/16• TAPCON IIAX 18" O.C. I/2' D"ALL TYPE ANCHOR 3' . - 3/t6' TAPCON •" 1 . 2 i7RRINa g@ 1/2• DRYWALL TYPE ANCFIOR�... „ •Y �' .♦ . "O -1 a 2 FM?4 1J �.� MASONRY - w •r1, - ld'�tI IX BUCK 1. 3/16• T!PCON 1f / (S.. note 2) A PFH 11,5 CONCRETE L IEAD uAMB a LLISONRY BLOCK HEAD .L.Me �.. - s ,y 1b Ix Sub -BUCK 19 2x sue -a" y . b '1� i •..' ` _ et 3/16- TAPCON d(1;[gpe I/2' txiYwAll • . r; TYP£ ANCHORn,4 2X hICX `. a I x 2 MRING - ;b e . •r.. s ELCO TAPCON 01' EQUAL (235 LB. SHEAR RATING) 3/te' TAPCON �. N :y i•. •r (See nob Z) Ti If a x 2-112 1 PFN WS • . , . t N .{ 3/16' TAPCON -.1I :! x TYPE ' ! ANCHOR 1- SHIN SPACE •i; - .. YERM.LL SIDE JAMB d r NYC •• •j :r IX sue-BUGK �.. 1. ED is• IeN 1. This system has boon evaluated for use in locations adhering to the Florida Building Code YERIICAL SIDE JAMB and when pressure requirements as dotermined by ASCE 7 Minimum Design Loads for Buildings TO ZX SUB -SUCK oa and Othor Structures do not exceed the design pressure ratings listed herein. 2. For installations where the sub -buck is less than 1-7/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the length must be such that a minimum 1-1/4' ongagenont of the Topcon into the masonry wall is obtained. E MOOFL DESIGNATION: Thermo-Tru Out -Swing Door Woad Fromes System .� _,tGN PRESSURF RATING: I. NOMINAL IISingle Positive 57.0 PSF L E• Single up to 5'4 x 8'0 w/wo aidel'tes J MAt Id' O.C. Negative 67.0 PiF lu W Double up to 8'4 x d'0 r/ro s.delitea '� .'.a •. Single with Sidelitea Poaitiva 60.0 PSF Negative 60.0 PSF CrN 1lc�alF OONFlDLIRATtONS: X. OX, X0. OXO, XX• OXXO - Jouble w/wo Sidelltes Positive 47.0 PSF Negative 47.0 PSF O M OM err.: + DA Fa MPTION• The head and side jambs on fingorjoint pine meosuring a min. 4-9/16' with a 1/2' rabbeted stop. C MASONRY LINTEL -.1 L+.i ;• • y 3/16' TAPCON 1 x 1 f1itRING O W •5 •'• TYPE ANCHOR J' LUX 18' O.C. MASONRY WAIM 1 s• OR (Y iV1 ai % i x 2 nRRINC DMALL TYPE AhCHOR ,�• ±:•• •s• 3%16' TAPCON d 1X BUC( ai h) n TYPE ANCHOR : y ' , a 25" MAX. •'re''; SHIM SPACE //�� I a !t(1F 8108 7 iXTERIQ = T— IIifE8t08 H Fx7EBlOd 6' TAPcoN J 2.za'—+ v E v J/1h TYPE ANCHOR U i a ;:. HEAD JAMB I.i u •� " • ,• TO iX SUB -BUCK tr, X a c NN�Sx2.-1/2' 1.75'A o Y .�••� -3 0°_ © "t t.. F PFH WS u Ut CONCRETE )� NFX1 JAMB o MASONRY SLOCI `o Ji 4u } TO SUB-B oa 4 ., 25' MAC. rn ' s•• SHIM SPACE 125' MI+•, ��s + 1 I,.' ON. N Vy� EMB. ~ •s J/16' TAPCON EXTFRIQ •+ O . { .�•• : • TYPE ANCHOR f H. Mgt•1 • .. li t �� a'. •:. :. ELCO TAPCON OR EQUAL 3/16' TAPCON '. 't W EMd• MW.� (233 LB. SHEAR RATING) TYPE ANCHOR N O .25' MAX a ! S , U, 2 3 SHIM SPACE' = �' I O • INTERIOREXTEMnR L i to iPFHxW2 1/2„ •:`�. •'y. C-SINK 1 x 2 F+RRING Q O �• tit r... DRYWALL j �:.�.• VERTICAL SIDE JAMB IX BUCK TO 1X SUB -BUCK _ sundtHe � I �8 � aHauCTNrrs. wa 1 x 2 FIRRNNG I. This system has been evaluated for use in locations adhering to the Floi+do Building Code 613.ti84.3831 ^� .15' MIN. and where pressure requirements as determineo by AXE 7 Minimum Design Loods for Buildings C-SINK ORYWrLL DATE: 4/3/02 ft ` y( BUCK - and Other Structures do not exceed the design pressure ratings listed herein. VERTICAL SIDE JAMB SCALE: N.T.S. 2. For installations where the sub -buck is leas than 1-1/Y (FBC section 1707.4.4 Anchorage Methods DWG, BY: W,LN. q y TD 2X SUB -BUCK and sub -sections 1707.4.4.1 and 1707.4.4.2 Ta typo concrete anchors must be used and the . � con P YP CHK. BT; R.W. length must be such that t minimum 1-1/4' engagement of the Topton into the masonry wall is obtained. DRAWING NO.: ' J. Won usingo IX sub -buck a 5-9 16' jamb is required to allow for min. edge spacing for To on type anchors T-02203 / j eq 9 P 9 a YD . - vm t or t 9 j/QQEL DESIGrLAT10N,; :. Thermo-Tru In -Swing / Ott -Swing Door Wood Frames System Y IMAM OVERALL NOMINAL SIZE• Single up to 5'4 x 8,0 +:/wo sidelites Double up to 84 x 8'0 e./wo sidelites (jSAR -ONI RGURA �ONSX. OX. X0, OXO, XX, OXXO : GENERAL DESCRtanom. The head and side jambs ore fingerjoint pine measuring a min. 4-9/le' with a 1/2• rabbeted stop. t DT t DOUBLE 2X HEADER d� 1/2. DRYWALL S4EATH4M .. ... Q ' 2x HEAeER _ s.' . SINGLE DOOR 2X STUD .. 6.0• / 2X JACK STUD d� ePFH wS rTSICN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSI' Doubt( w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF j 1/2* ORYNALL ' 14 x 2-1/2• PFH WS ... - TFF i2�8m8 e 1 � I . C—SINK SHEATHING V . s.o• 3.0• 3.0• ao• L,,.,.] I II y2esi SPACE _ SING[ F OR DOUBL DOOR WITH SIDEL ITES 0 ' - VERTIGIL 510E ,LWB o �ffi 1.I3 Nel. E)AIL . T This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildinils and Other Structures do not exceed the design pressure ratings listed heroin. r\ 4 00 yo� 2 Z 0P, u) pWpp ¢y n cc N o e SR r` 3 oow v ,� LO L, tntwo 0 0 V 3 U p U Z 20OLn zd3� Z eoNs"TARTa, INC e13.ee4.3331 DAM, 4/3/02 sCALL. KT.S DWG. BY: W.LN CHK 8M kW. DRAWING NO_ T-02202 Darr 1 or 1 r THERMA oTRU® I�I "FlBER <xASSIC'/'SA/OOTH STAR• IP6111M " SINGLE AND DOUBLE Wr3 I WiOUTSIDEI.ITES. INSULATED FIBERGLASS DOOR VMATH Wt7OD FRAMES. i 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR AnAA41—OADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3, PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI—DADS COUNTY. 6. MIAM1-DADE APPROVED IMPACT RESISTANT SHUTTERS naF 'RED FOR SIDFLTTES ONLY. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED FIBERGLASS DOOR N (Common to oil frame conditions) Door do Sidelite Leaf Construction: Face sheets: Fiberglass avg. min. yield strength F (min.)-6,000 psi moothStar — 0.070' minimum skin thickness FiberClossic — 0.110" minimum skin thickness Care design: Polyurethane foam core, withl.9 lbs. density by BASF. � a ctz ion: The pa el skin is constructed from a 0.070" thk. e mo mg compound (SMC�. the inter or cavity is tdkd with 1.9 lbs. density BASF polyurethane foam. The panel face sheets are glued to the rood sales and oils. The LVL latch stile s reinforced with a wood lock block measuring 2.375 x 14.0 long at the stake and deodbott location. The hinge silk is Finger Jointed Pine and the top and bottom all are of a wood composite material. In the double door oppkvtion the inactive door is fitted with an extruded aluminum •ostrogal (Wind Jornber U) of 6D63—T6 alloy. The frame is constructed from fir jointed pine. The a er ns bane o the side p' mbs with (3) 169,m 1/ crown x 2 long staple of each side. The in Tian s are secured together a o sidefite application using /8 x 2' long PFH Wood Screws (6) screws per each mullion. The units use on Inswing Saddle threshold measuring 5.75' x 1.5M*. r n e Glazing: The sidelrfe panels are sandwich glazed using o two piece p lit frame. Iney are dry glazed on the exterior with on 1/8' thk. cellular gbz� rtopree� (aSfi gllxTgpe) a caulked rch sLcone. Tire Gle frames are held fL /k 1/2 long Ploscre►. TABLE OF CONTENTS SHEET j) DESCRIPTION 1 TYPICAL ELEVATIONS k GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS do NOTES 5 ANCHO I G LOCATIONS do DETAILS 6 ANCHORING LOCATIONS do GLAZING DETAILS 7 UNIT COMPONENTS 8 BILL OF MATERIALS k UNIT COMPONENTS 31.5 MAX. OVERALL WIDTH 36' MAX: PANEL WIDTH11 U w 2 U = �— ri W w a x d .1 O e O O a o x O o X � N � N O' ^ to b 00 L SINGLE WSWING UNIT 74.5" MAX. OVERALL FRAME WIDTH -- 36.625' MAX. rPANEL WIDTH --{ DESIGN PRESSURE RATING UNIT TYPE W R WA ER INFILTRATION RE UIREMENT IS NOT NEEDED SINGLE + 67.0 PSF — 67.0 PSF DOUBLE + 55.0 PSF — 55.0 PSF WITH SIDELITES + 55.0 PSF — 55.0 PSF 105.5" MAX. OVERALL YRAMt mum 36.625" MAX. 15.5" MAX. LLJ PANEL WIDTH W/ASTRAGAL FRAME WIDTH O > n 13.75" MAX. ® WIDTH N p amp r 7.125" MAX. D.L.O. WIDTH () J U-) UJ O LU a ALL MODELS ARE VIEWED FROM INTERIOR 68.5* MAX. WIDTH MAX. n 3fi" MAX. 15.5" MAX. PANEL WIDTH FRAME WIDTH 13.75' MAX. WIDTH If 7.125" MAX. D.L.O. WIDTH r r 9 III H111 Fill 813.654.3631 j' j�/®d�,OB� a e `i.i' 0 A. �,rd owa. eY: N T H RW sMANWKCT. mv z 151 1 or E Z c6 h eVERTICAL CROSS SECnoN 2 DOOR PANEL INTERIOR a N m Q U✓ Oo d' - O:,.. o SEE NOTE '. 'O'0. 5 SHT. 4 2 V 41 SEE NOTE 1 SHT. 4 i .5- MIN. a CLASS THK. o EXTERIOR INTERIOR o 25 > 0 in `*! FOAM GASKET do co SILICONE CAP BEAD O '' ''0.. 6 N 0; O 1� p 1.68' MIN. 1 d , PANEL THK. �n1 _Q.. 42 00 SEE NOTE 5 SHT. 4 --r,-1 .,,.vv BUROINO ONSUITANTS, INC 813.884.3831 DAM. 08 10 01 SCALE:1/2' = 1 M. BY: TJH cm Ff. RW DA\ 15,11,0 O11]vLL� � 5 2151 swtt* L OF 8 SEE NOTE 2 SHT. 4 n INACTIVE p ZY i� e J Z ASTRAGAL RETAINER a BOLT 8.0' LG. TOP, & BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM 1HORIZONTAL CROSS SECTION 3 ® ASTRAGAL F.XTE6lOB a. 13 ;v INTERIOB _ 1.15' MIN. EMS. 25' MAX. SHIM 15" MINF. f�C—SINK EE NOTE 43Y5 SHT. 4 INTERIOR FOAM CASKET do SILICONE CAP BEAD W O_> � N C) co 6 a`"i� o ACTIVE a r7 `]on � 0 LJ 00 ° c n -�2 « xZ Z SEE NOTE 6 3 SHT. 4 FOAM GASKET & c� C) > Z w SIUCONE CAP BEAD N N V) 43 S�S�HT. 4 34 SEE T, 4 1 1 o— F c�OR x 0 =p EXTERIO v - N O.O.'O ., . ° Z S INTERIO 36 ZY 4 41 -r 26 9 6 10 29 `D ¢ d SEE NOTE 1 ¢ 37 SHT. 4 d SEE NOTE 7 SHT. 4 2 HORIZONTAL CRQSS SECTION c 3 ® HINGE JAMB TO SIOEUTE �euaa� CONSUITAMS. u 813.884.3831 i c DAIL. 0B�10 0 1/ ' D�ItA NV CJRE?N 0 0 WK. er: RW piwnNc ra.: V � 5-2151 a+ccr 3 OF B J --;o: T ' _ .O- e NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5", 16.57, 27.5", 38.375, 49.375' & 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125" IN FROM EACH CORNER. 2. SPACING FOR REM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 17. 3 5. 16.25 40.57, 59.25, 74.25", 76.25' do 78.15'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA. x 112" CROWN x 2" STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA, x 112' CROWN x 2.5" STAPLES AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH, WOOD SCREW). THERE ARE (4) AT EACH VERTICAL. JAMB, FROM THE TOP DOWN AT 13.5, 31 ", 48.5' 66. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6 THE (NG FOR MULL ONS�TOGETHER ISEM NO. 43 ITHE SAMECAS TSECURING THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7— WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (110 x 1 314' SCREW). 2Y J '° a n- 1.10 MIN. EMBED. 15' MIN. C-SINK 2 4 HINGE JAMB TO BUCK, SEE NOTE 6 SHT. 4 FOAM GASKET do SILICONE CAP BEAD SEE NOTE 5 SHT. 4 0, O O `1 z J 41 oz SEE NOTE 1 a SHE 4 3 H RI NTe{�ROSS SECTION 4 ® STRIKE JAMB TO SIOELITE T TT'�' {\(c9 1 *• N K G 25" MAX. SHIM SPACE SEE NOTE 7 SHT. 4 813,884.3831 n IJH BY: RW ;Z no: S-2151 4 or I SEE NOTE 3 SHT. 4 SEE DETAIL "F" SHT. 5 6" ' +SEE' 6" " 6 33"3" 3' 1 1 TP. TiLTYP. 3,---4 ` SEE NOTE F" SHT.5 SEE DETAIL 6 SHT. 4 -. SHT. 5 SEE NOTE NP' _ 13 SEE DETAIL - "G' SHT. 5 6 SHT. 4 — li"P. _ SEE DETAIL 13 SEE NOTE 'H' SHT. 5 .D. TYP 4 SHT. 4 L—►{ 4E � 3ESHT. 1 6 6' I 1 ^ N 13 n y y N i o J �' a SEE DETAIL N "E" SHT. 5 to - 13 - 7YP. N SEE DETAIL ,C" -C- TYP. 'D' 'G' SHT. 5 _ 1 Tr?. ,B. 6' 6---4 6. T in 3 66' 6' DOUBLE DOOR W/SIDE ITES Uml SINGLE DOOR MAINUFACTuRERN' s MASTER IFE44 A 0.357' BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 10 a 13 0 0 13 10 D 10 NAIL "F" DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS nFTAII "F" STRIKE PLATE�Tyo FRAME DETAIL I _ AT THE THRESHOLD ~� SEE NOTE 4 SHT. 4 �o co ��000 Cn=n vv Z)Owo n we a 813.684.3831 ! 08 10 0 SCALL N.T.S. Dwo. SY: TJH RW D""NC No.: S-2151 s&rt 5 or 8 N N m _ SEE DEAAI 'E" SHT. TYP. 5 • �L,11G��lllli�\1L+ ll �+.+I`�- �� �O �O �lt' o MA, NU ACT ER ��� o SEE DETAIL %%w� C ��-'F' SHT. 5 _ 6 6" 3 1-6" �w63. 3' 6" —i AL3 13 - ISEE TYP. NOTE 3 SHT. 4 SEE NOTE - SEE NOTE TYP SEE DETAIL 3 SHT• 4 - 6 SHT. 4 - 13 'F" SHT. 5 - o "� TYP. SEE DETAIL - - 'G" SHT. 5 SEE DETAIL L-A SEE DETAIL N' SHT. 5 TYP. j. n `i - �• 13 - 'E' SHT. 5 TYP.- �- SEE DETAIL SEE NOTE "G" SHT. 5 'K" 14 ,M, -K" TYP. - - 4 SHT. 4 TYP. - If 14 TYP. - 6' —i TYP. 6� 6: --11 3' SEE NOTE 3' 6" 6" 4 SHT. 4 6' 3" 3' 14 ® _ ®TYP. DOUBLE DOOR SINGLE DOOR W/SIDELITES 453' GLASS BITE � r.{ F-,463" GLASS BITE / 25 CLASSTEMPERED 25' AIR oSPACE 0 1'�� Z 1/8" TEMPERED CLASS �gOTE 1 STEEL INTERCEPT SHT. 4 .25" SPACER .5" INSULATED .GLASS W/ TCM_U FRAME GAZING DETAIL 5) - 1/8' TEMPERED rSEENOTE GLASS Q, Q .25' AIR Q oSPACE o../I TEMPERED GLASS36 � .25" STEEL INTERCEPT SPACER S' INSULATED GLASS W arc LITE FRAME GLAZING DETAIL n J L n YY eu4D NG j..LTANTS. MG 813.684—WI T. 08 10 01 N.T.S. c. er: TJH K. eY: RW WNG No.: 5-2151 m 6 a 8 4.563- 1.063` i- 7 toI• h 20 21 2 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE 1.92` 1.734" 0 a a! h 1 ILL .097' 4 x 4 STEEL DOOR HIMGE e u7 w �-1.077--{ `O 1.531- 42 SIDELITE TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE IN \e m — r-- 1.284" --1 Ut�ll'y 51•: :.: :\�.i'�l I.lJilt��•�;�TUirt� IwT O 0000 f-- 1.077" ^-{ n N O OJ In CC Z O pR 36 O SimITE BLANK SIDE S71LE FINGER JOINTED PONDEROSA PINE (THERMA-TRUSS POLYPROPLENE) 1r 00 _ ui t0 a XM PLASTIC ASSTIC LIP LITE FRAME 34 - EXTRUDED 7CM o , 1.264" h--1.255` N V V) o s rn N ton CN a i'-Fc. TO ` RAI O O 1.531 " - -i i�-1.531 ' O4 m FC. 70P RAIL (x WOOD COMPOSITE FC LATCH SIDE STILE COMPOSITE FC WOOD HINGESIDE STII F T 5.75" o m N o 1 1.531- FC. BOTTOM RAIL n SELF ADJUSTING S° DIE THRESHOLD 19 WOOD COMPOSITE a AI UMINUMNINYL .045" WALL ALUM. ,080- THK. WALL VINYL TYP. 1 a SS BOTTOM RAIL 11 W000 COMPOSITE u? 7A I-- 2.375" ca+suuAxrs. •+c T � 1 }� B 13.684.38J 1 ^ wac 08 10 01 saAu: N.T.S o o•c. er: TJH L 30 W000 IOCK BLOCK FINGER JOINTED PONDEROSA PINE wK. er: RW onAWAr+c pro.: 5-2151 snm 7 or 8 1 WWTHVAR SKl .0 0 FIBERCLA59C DOOR SKI .110' MW. TRC FI�ASS BY MO WA-TRU xilh ield h F m r� 6.000 si fCTOP RAIL 1.531' x .94' THERMA-TRUMp0OCOM3 7nBERGLASS FC. LATCH 51U -TRU MOW COMP09iE 1.SJI x 1.209P09TE 4 FC S ILE HERMA-TRU POPDEROSA 1,531 x 1.2095 FC. BOTTOM RAIL 1.531' x 125 THERW-TRUMV009TE 6 POLYURETHANE FOAM BASF, 1.91bs. ENS FOAM 7 SHORT REACH COMPRESSM WEATHERSTRIP -TRU FMOAM 8 LONG REACH COMPRESSION WEATHERW -TRIO F 9 10 1 4 x 4 HINCE .097 THK. jRMA-TRU 10 x 3 4 , PFH WOOD SCREW fo Fume SS BOTRIY Rol 1.531 I S4 DER1N-Im MOO COM0.SeE S S1 MOOO12 15 ISIDELFrE 10 x 2 LG. PFH WOOD SCREW 8 x 2 1 2 LG.PFH WOOD SCREW 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG. BOTTOM BDOT .090 EXTRUDED VINYL S13 S S14 VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD IS IKWIKSET 19 TITAN 700 SERIES PASSAGE LOCK SAOOIf i1d7fS W ALUM. WOOD p x 1.2 THERWI- , P—M-0 R054 PINE WOOD 21 x W 22 4 x 1.25 - Jw8 , PDNDEROSA PW W KWIKSET TITAN 700 SERIES DEAD T - 24 5 1 ASTRAGAL WINDJAMBER It WR681 ASY WALL IGLAZING, 1 2 INSULATED TEMPERED GLASS ALUM. 6063-7`6 G S 26 1 SS. RNGE STILE THETWA-TRU, PONOER051 PPE 1.10 x 1.531 WOOD 27 8. 29 118 x i LG. PANHEAD SHEET METAL SCREW WSWING DOOR BOTTOM SWEEP Si EL NYL WOOD 30 31 FC WOOD LOCK BLOCK 2375 x 1.515 POROEROSA PIE LA CN THERWA- MOW COIF09IE 1.11i3 x 1.531 W OD IYD00 lX)1xPO9iE 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE - 33 LIP UTE FRAME BiS, THERMA-TRU STS 34 35 fRAM - 4.563x 125 BLANK JAMB -TRU PONDBIOS4 PIE T M WOOD 36 SgE11TE SIDE STILE -1RU 1.531 x .656 PONDEROSA PPIE 7 38 10 x 1 3 4 LG. PFH WOOD SCREW SS, TAB RAM1 I.S31 x .94 mu-1RU M000 Swvuu TEEL NO00 CE%IPOSIiE 39 40 NOT USED SILICONE CAULK SILICONE 41 MR3 STEELR 42 143 WOOD 8 x 2 LC. PFH WOOD SCREW 57 EL 1.531 " o, 38 v'• SS TOP RAIL WOOD COMPOSITE .592" a N .-. rn N .J� N 179" ON R CH OMPR I N W TH R IP FOAM CELL CORE W INYL JACKET 3" N --{ .579" rn 7 .171 F� O COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR .357" DW ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WR68T STRIKE PLATE 31 �— 1.531 " ----I cc I ATCH anc ST11 F COMPOSITE 1.531' 1.316' --{ 4 � I � 26 SSWOOD HINGE SIDE STILE IN ASTRAGAL HAS n (2) 8.0' N BOLTS A BOTTOM N i BOLTS ®TOP &76 24 WINDJAMBER II WR687 ASTRAGAL (ALUMINUM 052" WAIL TYP.) ASTRAGALASTRAGAMCREn MATERIAL: C,Jtt�l� & YELLOW ':u O> N co O N - 00 O z O n COW . wto CL 813.584.3831 5CAE: N.T. S. t_ Tn-� 1 o�c. er: TJH II! �,\ 1J �. •�1>I r�uc. ar: RW o4� H0: ♦J/ 1 5-2751 i .. _. SHCET 8 or f JUN-21-2002 09-52 MILESTONE WINDOWS 407 323 9729 Q•02 June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-S760 RF: 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 Nome Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits For Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to File this letter against the MasterFile Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 "b") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon)_ Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16" concrete screw with a minimum embedment on 1 1,6'. Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed 1 "A'. The drawings dearly delineate the requirement that a minimum embedment depth of 1 'A" must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 14'. Therefore, for Florida. Extruder installation drawings where a non- structural buck is used, nomenclature such as ^1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 1/2" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4.2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 • Fax (407) 322-3337 --- - - - - -- - - - - -• - - - - -- -- -- -- JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert J. Amoruso, PE rarnc)rusQ.oe@!floridaext:ruders.c6m Florida PE License No. 49752 Florida Extruders International, Inc - Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE. Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61 G15-23.001, F.A-C A rubber stamp Seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. nic 2W2-LTR-wn-009 \���1111111111 l 1 `/ �Z1FICj.peso s` =* No.4 5 • TA 2S 0 Jewett Lane, 5anfer4,- FL 3Z7T1-160p • (407) 323-3300 • Fax (407) 322-3337 2 Z' SMONGWOM SM= AT 10-i 00* Me SAM M WMU M WffM FM AUBMEL I 41MN68/GCY MF M HIMS N MZM 1 a 539069 02 - HANGER LEGEND DESCRIPTION Enr�H��w2a-2 MED/UM OU/Y - RppF 2-PLY 7RUSS-ROOF ADD FILLER PIECE OF SAME GRADE LUMBER TO FILL OUT HANGER TS +a. .'o 0 n� n N NU UUo Z Z n� O!� J Cm,. gig? 8 la �n ga. u CC= 0 m z � o0 0 M a W a O C ig W Ur. 7M i s Universal Forest Products t Re: 54600824 F Centex Homes Orlando 2509 A & B 2nd Floor 109 Lake Monroe The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53907903 FT1 53907903 FT2 53907903 FT3 53907903 FT4 53907903 FT5 53907903 FT6 53907903 FT7 53907903 FG7 53907903FT8 53907903 FT9 53907903 FT10 53907903 FT11 53907903 FT12 53907903 FT6A Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5 My license renewal date for the state of Florida is February 28, 2005 i 5/6/2004 J' 'n M. Presley, ;Licens # 55886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPk2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 'I'el: (336) 226-9356 Fax: (336) 476-9146 F, _ . Job 'Truss Truss Type Qty Ply Centex- Oran do/2509 2nd,/jsk/3 31 3 53907903 FT1 FLOOR 1 1 Job Reference (optional) Universal FOrest'Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:31 2003 Page 1 Scale = 1:34: 3x6 FP= A B C D E F G H I J K L M N O P O R K 1 1 1 C 1 1 1 1 1 1 1 1 1 1 1 1 1 A ti 3x4 _. 3x6 FP= .. - 3x4 = 20-10-8 20-10-8 LOADING (psf) SPACING 2-0-0 CSI TC 0.05 DEFL in (loc) I/dell Vert(LL) n/a n/a PLATES GRIP TL20 245/193 TCLL 40.0 TCDL 10.0 Plates Increase 1.00 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a 1st LC LL Min I/defl = 360 Weight: 92 lb BCDL 5.0 Code FBC2001 (Matrix) LUMBER BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. TOP CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOP CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) AJ=52/20-10-8, S=29/20-10-8, AI=147/20-10-8, AH=147/20-10-8, AG=147/20-10-8, AF=147/20-10-8, AE=147/20-10-8, AD=147/20,10-8, W=147/20-10-8, V=145/20-10-8, U=153/20-10-8, T=116/20-10-8 AC=145/20-10-8, AA=145/20-10-8, Z=147/20-10-8, Y=147/20-10-8, X=147/20-10-8, Max Horz AJ=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK=-48, A-AK=-48, S-AL=-23, R-AL=-23, 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�= 6, J K= 6, K L=-6, L-M= 6, M N= 6, N-0=-6, O-P=-6„P-Q--6, Q-R=-6 AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=O, AD-AE=O, AC-AD=O, AB-AC=O, AA-AB=6, Z-AA=6, Y-Z=6 X-Y=6, W-X=6, V-W=6, U-V=6, T-U=6, S-T=6 BOT CHORD AI-AJ=O, B-AI=-133, C-AH=-134, D-AG=-133, E-AF=-133, F-AE=-133, G-AD=-133,:H-AC=-133, J-AA=-133, K-Z=-t33, L-Y=-133, M-X=-133, N-W=-134, O-V=-132, WEBS P-U=-138, Q-T=-108 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing: 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or 5) Recommend 2x6 strongbacks, on edge, spaced at restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing individual members only and does not replace erection and where indicated and within 4' of interior joints. Bracing indicated on this sheet is to reduce buckling of Building Designer shall verify all design information on this sheet for conformance with conditions and permanent bracing required for the overall building design. requirements of the specific building and governing codes and ordinances. The, truss designer accepts no responsibility for the correctness or accuracy of the design only and are not pad of the review or information as it may relate to a specific building. Any references to job names and locations are for administrative purposes certification of the truss designer. LOAD CASE(S) Standard ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/1.9/2003 Draw No:53907903FT1 F. . L 1 russ Truss Type _ Qty Ply Centex-Orlando/2509 2ncVjsk/3-31-3. - 11JUU 53907903 FT2 FLOOR 9 1 Job Reference o tional Universal Forest 'Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek, Industries, Inc. Mon May 12 13:07:32 2003 Page - 1' 0 1-4-8 Scale = 1:34 5x4 = 3x4 = 5x4 = 1.5x3 = 36 = 3x6 FP= 3x4 = 1.5x3 11 3x4 = 3x4 = 3x4 = 3x5 = 1.5x3 = A. B C D - E F G H 1 J K x Y c 1 d v U T S R Q - P O N M- 3x4 = 5x5 = 3x5 - 3x4 = 3x4 = 1.5x3 11 300 M1118H FP= 3x4= 3x5 - - 5x5 = 3x4 3x4 = 1-6-0 4-0-0 , 6-6-0 , 9-0-0 10-7-8 11-10-8, 14-4-8 16-10-8 19-4-8 20-10-8 , 20-10-8 Plate Offsets X Y : A:Ed a 0-1-8 G:0-1-8 Ede K:0-1-8 Ede S:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES, GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.45 Q-R >555 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.61 Q-R >405 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.10 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min l/defl = 360 Weight: 108 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-3-11 oc purlins, , except end verticals BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1128/0-3-8, W=1128/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD W-X=-1122, A-X=-1121, L-Y=-1123, K-Y=-1121, A-B=-1162, B-C=-2934, C-D=-4088, D-E=-4088, E-F=-4800, F-G=-4800, G-H= 4704, H-1=-4103, I-J=-2930, J-K=-1164 BOT CHORD V-W=58, U-V=2195, T-U_3641, S-T=4530, R-S=4800, Q-R=4800, P-Q-4548, O-P=4548, N-0=3636, M-N=2196, L-M=58 WEBS K-M=1503, A-V=1501, J-M=-1436, B-V=-1'436, J-N=1021, B-U=1028, I-N=-982, C-U=-983, 1-0=649, C-T=622, H-O=-620, E-T=-615, H-Q=216, E-S=366, G-Q=-131, F-S=-161, G-R=-78 NOTES (3) 1) All plates are TL20 plates unless otherwise, indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard A ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT2 Job Truss Truss Type Qty Ply Centex-Orlando/2509 2nd/jsk/3-31-3 53907903 FT3 ;FL00R�M 1 1 Job Reference (optional) Universal Forest Products,Inc.i Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inca Mon May 1213:07:32 2003 Page 1 Scale =1:20. A B C D E F G H I J K T T T1 9 L v 3x4 - _ 3x4 = 12-10-0 12-10-0 LOADING (psf) SPACING 2-0.-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 58 lb LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 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) V=52/12-10-0, L=27/12-10-0, U=148/12-10-0, 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=153/12-10-0, M=113/12-10-0 FORCES (lb) First Load Case Only TOP CHORD V-W=-48, A-W=-48, L-X=-21, K-X=-21, A-B=-5, B-C=-5, C-D=-5, D-E=-5, E-F=-5, F-G=-5, G-H=-5, H-1=-5, 1-J=-5, J-K=-5 BOT CHORD . U-V=5, T-U=5, S-T=5, R-S=5, Q-R=5, P-Q=5, 0-P=5, N-0=5, M-N=5, L-M=5 WEBS B-U=-133, C-T=-134, D-S=-133; E-R=-133, F-O---133, G-P=-134, H-O=-132, I-N=-139, J-M=-107 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903. Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT3 'Juu I "russ Truss Type Oty Ply Centex-Orlando/2509 2nofjsk/3-31-3 53907903 FT4 FLOOR a r Universal ForesE Products,lnc., Burlington, NC 27215, Jeff Kerr Job Reference o tional 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:33 2003 Page 1 1-3-0 1-2-0 i Scale =1:11. 1.5x3 = 3x4 = 3x4 = A 3x4 - B C 3x4 = D 1.5x3 = 1 1 1 1 L1 � 0 q 3x4 = 1.5x3 11 1.5x3 11 3x4 = I H G F E 3x4 = - 3x4 = 1-6-0 2-9-0 4-2-0 5-5-0 6-11-0 6-11-0 Plate Offsets X Y : B:0-1-8 Ede C:0-1-8 Ede D:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl . PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.01 H >999 TL20 r 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.01 H >999 BCLL 0.0 Rep Stress Incr YES WB ' 0.14 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 360 Weight: 39 lb LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) J=360/0-8-0, E=360/0-8-0 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. FORCES (lb) - First Load Case Only TOP CHORD J-K=-355, A-K=-354, E-L=-355, D-L=-354, A-B=-283, B-C=-530, C-D=-283 BOT CHORD IJ=18, H-1=530, G-H=530, F-G=530, E-F=18 WEBS D-F=360, A-1=360, C-F=-336, 8-1=-336, B-H=11, C-G=11 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ;t Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 "Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT4 r- "' _ _ Job Truss, ' Truss Type Qty Ply Centex-Orlando/2509 2nd,/jsk/3-31-3 53907903 FT5 FLOOR "` dF w 1 1 Job Reference (optional) Universal Forest •Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:33 2063 Page 1 i 1-3-0 0 0i Scale: 3/8"=1 5x4 = - 3x4 = 5x4 =. 1.5x3 = 3x4 = 3x4 = 3x6 FP= 1.50 11 1.5x3 11 3x4 = 3x4 = 3x4 = 1.50 = A B C D E F G H I J K W x o 1 `t U. - - T S R O P O N M 3x4 = 5x5 _ 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x10 M1118H FP= 5x5 = 3x4 = 3x4 = 1-6-0 4-0-0 1 6-6-0 . 9-0-0 10-2-0 12-8-0 15-2-0 17-8-0 19-2-0 19-2-0 Plate Offsets X Y : A:Ed a 0-1-8 K:0-1-8 Ede 0:0-1-8 Ede R:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL .40.0 Plates Increase 1.00 TC 0.38 Vert(LL), -0.32 Q-R >706 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.44 Q-R >514 BCLL 0.0 Rep Stresslncr YES WB 0.55 Horz(TL) 0.08 L n/a BCDL 5.0 Code : FBC2001 (Matrix) 1st LC LL Min I/dell = 360 Weight: 100 lb LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1034/0-8-0, V=1034/0-8-0 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., FORCES (lb) - First Load Case Only TOP CHORD V-W=-1029, A-W=-1028, L-X=-1029, K-X=-1028, A-B=-1057, B-C=-2631, C-D=-3604, D-E=-3604, E-F==4051, F-G=-4051, G-H=-4051, H-1=-3604, I-J=-2631, J-K=-1057 BOT CHORD U-V=53, T-U=1991, S-T=3245, R-S=3935, Q-R=4051, P-Q=3935, O-P=3245, N-0=3245, M-N=1991, L-M=53 WEBS A-U=1364, B-U=-1300, B-T=890, C-T=-854, C-S=498, E-S=-461, E-R=158, K-M=1364, J-M=-1300, J-N=896, I-N=-854, I-P=498, H-P=-461, H-Q-158, F-R=-90, G-Q=-90 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT5 I fuss I russ I ype Qty Ply Centex-Orlando/2509 2nd/jsk/3-31-3. FT6 FLOOR-'u" 3Products,lnc., P Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 1213:07:34 2003 Page ' I l 1130 1F 00� Scale: 3/8"= 5x4 = 3x4 = 5x4 1.5x3 = 3x4 = 3x4 = 3x6 FP= 1.5x3 11 1.5x3 11 3x4 = 3x4 = 3x4 = 1.5x3 A B C 'D E F G H I J K w x 4 1 d u T S R Q P O N M 3x4 - 5x5 = 3x4 - 3x4 - 3x4 - 3x4 = 3x10 M1118H FP= 3x4 = 5x5 = 3x4 = 3x4 = 1-6-0 4-0-0 6-6-0 9-0-0 10-3-0 12-9-0 15 3 0 17-9-0 19-3-0 l 19-3-0 Plate Offsets X Y : A:Ed a 0-1-8 K`.0-1-8 Ede Q:0-1-8 Ede R:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TIC 0.38 Vert(LL) -0.33 Q-R >697 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.45 Q-R. >508 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08. L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 360 Weight: 100 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 cc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) V=1039/0-3-8, L=1039/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1034, A-W=-1032, L-X=-1034, K-X=-1032, A-B=-1062, B-C=-2646, C-D=-3628, D-E=-3628, E-F=-4086, F-G=-4086, G-H=-4086, H-1=-3628, I-J=-2646, J-K=-1062 BOT CHORD U-V=531 T-U=2001, S-T=3265, R-S=3964, Q-R=4086, P-Q=3964, O-P=3265, N-0=3265, M-N=2001, L-M=53 WEBS K-M=1371, A-U=1371, J-M=-1306, B-U=-1306, J-N=896, B-T=896, I-N=-860, C-T=-860, 1-P=505, C-S=505, H-P=-468, E-S=-468, H-Q=166, E-R=166, F-R=-95, G-Q=-95 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design I 1`110nn-dIIU1I as II rlfay IUIal@ W a SPULAI IL; uU nun ly. HIIy ICICICIIUVJ LU JUU 1 m1c0 nIw Ivy L-110 "IW �..� a..������..........., r.... r......... ....�� �-...- .-.....--- r_.- _....- •------ -. certification of the truss designer. 1 LOAD,CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 j Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT6 Truss Truss Type Qty Ply Centex-Orlando/2509 2nd�sk/3-31-3 FT7 FLOO� 4 1 pl� .Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 1213:07:34 2003 Page 1 1 3 0. 1-3-8 Scale = 1:26.1 5x4 = - 5x4 = 1.5x3 = 3x4 = 3x4 = - 1.5x3 11 3x4 = 3x4 = 3x4 = 1.5x3 _ A 8 C D E F G H R S 0 v P O N M L K J 3x4 = 5x4 = 3x4 = 3x4 = 1.5x3 II 3x4 = - 3x4 = 5x4 = 3x4 = 1-6-0 , 4-0-0 , 6-6-0 8-0-8 9-3-8 11-9-8 , 14-3-8 15-9-8 i 15-9-8 Plate Offsets X Y : A:Ed e 0-1-8 E:0-1-8 Ede H:0-1.8 Ede N:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.17 L-M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.23 L-M " >797 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.05 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 360 Weight: 83 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) Q=849/0-3-8, 1=849/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD Q-R=-845, A-R= 844, I-S=-844, H-S=-843, A-B=-851, B-C=-2025, C-D=-2719, D-E=-2719, E-F=-2622, F-G=-2040, G-H=-846 BOT CHORD P-0=44, O-P=1592, N-0=2449, M-N=2719, L-M=2719, K-L=2470, J-K=1587, I-J=44 WEBS H-J=1091, A-P=1097, G-J=-1031, B-P=-1032, G-K=629, B-0=602, F-K=-598, C-O=-590, F-L=212, C-N=366, E-L=-131, D-N=-164, E-M=-74 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop NO: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT7 Job Truss Truss Type Oty Ply Centex-Orlando/2509 2n�sk/3-31-3 , 53907903 FG7 FLOOR ' =• r y 1 Universal Forest. Products,lnc., Burlington, NC 27215, Jeff Kerr Job Reference o tional 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:35 2003 Page 1 Scale = 1:26. 3x4 I I 3x4 11 5x6 11 5x6 11 3x6 11 3x6 11 3x6 11 3x6 11 5x6 11 5x6 11 A B C D E F G H 4 a P O N M L K J 3x4 = 5x5 = 3x5 = 3x4 = 3x4 = 3x4 — 3x5 — 5x5 — 3x4 — 1-4-2 1 3-6-5 5-8-9 , 7-10-12 1 10-0-15 12-3-3 14-5-6 15-9-8 1598 Plate Offsets X Y : A:0-0-4 0-1-8 H:0-3-0 Ed a H:0-0-4 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.18 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.60 BC 0.81 Vert(TL) -0.25 ' M >752 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.07 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 106 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) Q=1253/0-3-8, 1=1253/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD A-Q=-1246, H-1=-1246, A-B=-1183, B-C=-2876, C-D=-3869, D-E=-4207, E-F=-3869, F-G=-2876, G-H=-1183 BOT CHORD P-Q=O, O-P=2208, N-0=3522, M-N=4197, L-M=4197, K-L=3522, J-K=2208, 1-J=0 WEBS A-P=1610, B-P=-1486, B-0=968, C-0=-937, C-N=503, D-N=-474, D-M=15, E-M=15, E-L=-474, F-L=503, F-K=-937, G-K=968, G-J=-1486, H-J=1610 NOTES (3) 1) Girder carries tie-in span(s): 4-0-0 from 0-0-0 to 15-9-8 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to'be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-0=-10.0, A-H=-151.3 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No:.53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FG7 i russ Truss Type Oty Ply Centex-Orlando/2509 2rx1/jsk/3-31FT8 FLOOR f� g 1� P539079O3 Job Reference o tionalProducts,lnc., Burlington, NC 27215 Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13;97:35 2003 Page 1 1-3-00 10141 ` Scale = 1:33. 3x4 = 1.50 11 1.5x3 = 3x4 = 3x4 = ,3x6 FP= 3x4 = 3x4 = 3x4 = 3x4 = 5x8 = 1.5x3 II 3x6 = A 8 C D E F G H I J K L AA. Bi Z= o v Y I x W v U T S R Q O N M 3x4 = 3x5 = 3x4 = 3x4 = 1.5x3 II 1.5x3 II 3x4 = 3x4: 3x6 FP= 5x5 = 3x4 II 3x4= 3x4 = 3x4 11 1-6-0 , 4-0-0 1 6-6-0 7-9-0 9-1-4 10-4-4 12-10-4 1 15-4-4 , 16-8-12 18-1-4 119-0-81 20-6-8 20-6-8 Plate Offsets X Y : E:0-1-8 Ede F:0-1-8 Ede N:0-1-8 Ede 0:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.16 V-W , >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.22 V-W >889 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.04 P n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min l/deft = 360 Weight: 111 lb LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X2 SYP No.2 WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) Z=809/0-8-0, M=-237/Mechanical, P=1653/0-3-8 Max UpliftM=-382(load case 2) Max GravZ=810(load case 2), M=80(load case 3), P=1653(load case 1) 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, Except: 6-0-0 oc bracing: P-Q,O-P,N-O. FORCES (lb) - First Load Case Only TOP CHORD Z-AA=-805, A-AA=-804, L-M=307, A-B=-802, B-C=-1915, C-D=-2416, D-E= 2416, E-F=2471, F-G=-2109, G-H=-1199, H-1=303, 1-J=511, J-K=511, K-L=511 BOT CHORD Y-Z=42, X-Y=1503, W-X=2305, V-W=2471, U-V=2471, T-U=2471, S-T=1781, R-S=587, Q-R=587, P-Q= 1317, O-P=-1317, N-O=-511, M-N=O WEBS I-P=-1723, A-Y=1033, I-Q-1350, 62Y=-975, H-Q=-1239, B-X=573, H-S=851, C-X=-542, G-S=-809, C-W=155, G-T=457, E-W=-75, F-T=-491, E-V=-82, F-U=102, L-N=-667, 1-0=1054, J-O=-360, K-N=144 NOTES (5-6) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint M. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) THA422: Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with`Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT8 Type Qty Ply Centex-Orlando/2509 2ndfjsk/3-31-3. Y' Job Truss 7FLO�?�, 53907903 FT9 I+T`h_ 1 1 - Job Reference (optional) Universal Forest, Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:36 2003 Page 1 Scale = 1:33. 3x4 = 1.50 11 1.5x3 = 3x4 = 3x4 = Us FP= 3x4 = 3x4 = 3x4 = 3x4 = 5x8 = 1.5x3 II 3x6 = A B C D E F G H I J K L AA 4 3x4 = 3x5 = 3x4 = 3x4 = 1.5x3 II 1.5x3 II 3x4 = 3x4 = Us FP= 5x5 = 3x4 II 3x4 = 3x4 = 3x4 II 1-6-0 4-0-0 1 6-6-0 7-9-0 9-1-4 , 10-4-4 12-10-4 , 15-4-4 16-8-12 18-1-4 ,19-0-8, 20-6-8 20-6-8 Plate Offsets X Y : E:0-1-8 Ede F:0-1-8 Ede N:0-1-8 Ede 0:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.04 . Horz(TL) 0.00 0 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Mind/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) Z=87/20-6-8, M=57/20-6-8, P=199/20-6-8, Y=180/20-6-8, 0-174/20-6-8, X=305/20-6-8, S=293/20-6-8, W=193/20-6-8, T=195/20-6-8, V=143/20-6-8, U=138/20-6-8, N=168/20-6-8, 0=85/20-6-8 . Max Horz Z=88(load case 1) FORCES (lb) - First Load Case Only TOP CHORD Z-AA=-83, A-AA=-83, L-M=-51, A-B=16, B-C=21, C-D=8, D-E=8, E-F=-48, F-G=9, G-H=30, H-1=27, 1-J=9, J-K=9, K-L=9 BOT CHORD Y-Z=-83, X-Y=41, W-X=30, V-W=-40, U-V=-40, T-U=-40, S-T=28, R-S=19, Q-R=106, P-Q=9, O-P=9, N-0=-9, M-N=0 WEBS I-P=-185, A-Y=-28, I-Q=-47, B-Y=-201, H-0 -185, B-X=-208, H-S=-189, C-X=-192, G-S=-202, C-W=-174, G-T= 174, E-W=-76, F-T=-77, E-V=-133, F-U=-128, L-N=-12, 1-0=-23, J-0=-60, K-N=-147 NOTES (4-5) 1) Gable requires continuous bottom chord bearing. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached ,to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 5) 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. _OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT9 i russ Truss Type Qty Ply Centex-Orlando/2509 ?,ndflsk/3-31;3 FT10Job P539079O3 Reference o tionalProducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:36 2003 Page Scale m 1:29 5x4 - 5x4 = 1.50 = 3x4 = 3x4 = 3x4 = 1.5x3 II 3x4 = 3x4 = 3x6 FP= 3x4 = 1.5x3 = A B C D E F O H I J V w c 1 y T S R Q P O N M L 3x4 = 5x4 = 3x4 = 3x6 FP= 1.5x3 II 3x4 = 3x4 = 3x4.= - 5x4 - 3x4 = 3x4 = 1-6-0 4-0-0 6-6-0 , 7-9-0 , 9-0-0 11-6-0 14-0-0 16-6-0 18-0-0 18-0-0 Plate Offsets X Y : A:Ed a 0-1-8 D:0-1-8 Ed a J:0-1-8 Ed a 0:0-1-8 Ed e LOADING (psf) SPACING. 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.25 0 >836 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.35 N-0 >604 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.07 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 94 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) U=970/0-8-0, K=970/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD U-V=-965, A-V=-964, K-W=-965, J-W=-964, A-B= 984, B-C=-2427, C-D=-3264, D-E=-3558, E-F=-3558, F-G=-3269, G-H=-2426, H-1=-2426, I-J=-984 BOT CHORD T-U=50, S-T=1853, R-S=2973, Q-R=2973, P-Q-3558, 0-P=3558, N-0=3532, M-N=2974, L-M=1853, K-L=50 WEBS J-L=1270, A-T=1270, I-L=-1208, B-T=-1209, 1-M=797, B-S=798, G-M=-763, C-S=-759, G-N=410, C-0-406, F-N_ 367, D-Q---399„F-0=35, D-P=29, E-0=-21 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. , 2) Truss shall be fabricated per ANSIfTPI 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 code's 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT10 Job Truss Truss -Type Sul, i Qty (a Ply Centex-Orlando/2509 2nifjsk/3-31-3 53907903 FT11 �4a y NA FLOOR ' 11 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr Job Reference o tional 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:37 2003 Page 1 l 1-3-0 0-9-10 0-910 k-ale a 1:28. 3x4 = 3x4 = 3x4 = 1.50 = 1.5x3 = 3x4 = 3x4 = 3x6 FP= 1.5x3 11 3x4 = 3x4 = 3x8 = 1.5x3 = A B C D E F G H I J W 3 W Y 9 a -B2 x u T S R -Q P O N L K 3x4 = 3x5 = 3x4 = 3x4 = 1.5x3 II 3x4 = 3x6 FP= 3x5 = 3x4 II 3x4 = 1.5x3 11 3x4 = 1-6-0 4-0-0 1 6-6-0 7-9-0 8-9-8 11-3-8 13-9-8 15-2-0 16-1-2 17-1-12 17-1-12 Plate Offsets X Y : E:0-1-8 Edge],J:0-1-8 Ede Q:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.14 R-S >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.20 R-S >918 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 M n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 94 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) V=809/0-8-0, M=1036/0-3-8 Max Grav V=818(load case 2), M=1036(load case 1) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: M-N,L-M. FORCES (lb) - First Load Case Only TOP CHORD V-W=-805, A-W=-804, K-X=7, X-Y=7, J-Y=7,'A-B=-802, B-C=-1914, C-D=-2417, D-E=-2417, E-F=-2476, F-G=-2476, G-H=-1828, H-I=-698, 1-J=49 BOT CHORD U-V=42, T-U=1503, S-T=2303, R-S=2476, Q-R=2476, P-Q=2241, 0-P=1402, N-0=1402, M-N=-90, L-M=-97, K-L=0 WEBS I-M=-1007, A-U=1033, I-N=1052, B-U=-975, H-N=-979, B-T=572, H-P=592, C-T=-541, G-P=-575, C-S=159, G-Q=320, E-S=-81, E-R=-93, F-Q=-120, I-L=781 J-L=-84 NOTES (4) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT11 WE Min Job Truss Truss Type Qty Ply Centex-Orlando/2509 2ndffsk/3-31-3 53907903 FT12 FLOOR 1 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr Job Reference o tional 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 1213:07:37 2003 Page 1 I Scale = 1:27. 3x6 FP= A B C D E F G H I J K L M N O E 1 1 1 1 1 1 1 1 1 1 1 1 0 3x4 = 3x6 FP= 1-6-0 4-0-0 1 6-6-0 7-9-0 8-9-8 11-3-8 13-9-8 15-2-0 16-1-2 1 7-1-12 17-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 P n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min Weft = 360 Weight: 75 lb LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 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) 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=147/17-1-1 , U=147/17-1-12, T=147/17-1-12, S=146/17-1-12, R=151/17-1-12, Q--129/17-1-12 Max Horz A D=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 SOT 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, Q-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 (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) 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 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. _OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT12 L_ Job Truss Truss. Qty Ply Centex-Orlando/25092radfsk/3-31-3 I 53907903 FT6A FLOOR 2 1 i Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:38 2003 Page A 1.5x3 II B 3x4 = C 1.5x3 II 1.5x3 = 1.50 = � � o F E 1 W1 W1 BL1 BL1 B1 Scale - 1:7 K LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) n/a I- n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 D-E >999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 3-9-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) E=186/0-3-8, D=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 (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. I LOAD CASE(S) Standard j Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT6A 9, Universal Forest Products Re: 54600595 Centex Homes Orlando 2509 B Roof 109 Lake Monroe The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906902 H1 53906902 H2 53906902 H3 53906902 H4 53906902 H5 53906902 H6 53906902 T7 53906902 T8 53906902 H9 53906902 H10 53906902 H11 53906902 H12 53906902 H13 53906902 H14 53906902 HJ7 53906902 EJ7 53906902 H18 53906902 H19 53906902 G17 53906902 HJ2 53906902 EJ2 53906902 G15 53906902 HJ3 53906902 EJ3 53906902 H1G 53906902 CJ5 53906902 CJ3 53906902 CA Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL Wind: ASCE 7-98 per FBC2001; 110 mph; h = 25 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 5/6/2004 Joh . Presley License 5886 he seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. 10 Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146 Job . Truss , Truss Type Qty Ply Centex-Orlando/2509 -,Afisk/3-31.3 _ wam1 53906902 H1 HIP 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 08:30:56 2003 Page 1 -1-0-Q 4-6-5 7-0-0 12-1-1 17-0-6 21-11-10 26-10-15 32-0-0 36-0-0� 1 1-0-0 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 a 1:61. 700 = 500 = 3x6 = 5x8 = 3x6 = 3x6 = 5.00 12 D E F G H I 20 5x6 = C I 2 I W W W 3 m W4 I� B ;A rd 500 = S R Q P O N M L K 5x6 = 5x10 M1118H= 5x8 = 5x6 = 5x6 = 5x7 = 3x4 = 5x6 = WO 7-1-12 1 12-1-1 1 17-0-6 1 21-11-10 1 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,Y : B:0-2-7,Ed e , D:0-7-0,0-2-4 , F:0-4-0,0-3-0 , 1:0-7-12,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.88 O-P >486 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -1.25 O-P . >343 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.19 K n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 214 lb LUMBER TOP CHORD 2 X 4 SYP No.2 'Except' T2 2 X 4 SYP SS, T3 2 X 4 SYP SS BOT CHORD 2 X 6 SYP No.1 'Except' B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 "Except' W2 2 X 4 SYP N0.2, 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 B=100(load case 4) Max UpliftB=-1068(load case 3), K=-1166(load case 3) BRACING TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or'4-3-8 oc bracing. 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-6-7470, I-J=-4352, J-K=-2947 BOT CHORD B-S=64071 R-S=6371, Q-R=6371, P-Q=8893, O-P=9407, N-0=7469, M-N=7469, L-M=3929, K-L=219 WEBS D-S=332, I-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, I-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.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) WARNING: Required bearing size at joint(s) B greater than input bearing size. 6) Bearing at joint(s) K considers parallel to grain value using ANSIfTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1068 lb uplift at joint B and 1166 lb uplift at joint K. 8) Girder carries hip end with 7-0-0 end setback 9) Special hanger(s) or connection(s) required to support concentrated load(s) 220.01b down and 177.61b up at 32-0-0, and 385.01b down and 310.81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 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 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. 11) 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 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-60.0, D-6-130.6, I-J=-60.0, B-K=-43.5 Concentrated Loads (lb) Vert: D=-385.0 6-220.0 ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1 Job Truss Truss Type Qty Ply Centex-Orlando/2509 Njsk/3-31:3 53906902 H2 HIP ,` � 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 08:30:56 2003 Page 1 -,1 0-p 5-8-14 9-0-0 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 6-0-0 - Scale = 1:62.1 5x7 = 5x7 = 5x8 = 2x3 11 5.00 12 0 E F G 2x3 Q O 5x5 W1 W1 W1 \ H 3 v W n 9 Al P9 oA 3x7 = O N M L K J I 3x6 = 3x8 = 3x6 = 3x8 = 5x6 = 26 II 3x8 = 9-1-12 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 : D:0-5-4,0-2-8 , E:0-4-0,0-3-0 , G:0-5-4,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.29 L-M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.49 L-M >871 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.11 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 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 8=115(load case 4) Max UpliftB=-423(load case 2), 1=-395(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3061, C-D=-2820, D-E=-3380, E-F=-3173, F-G=-3173, G-H=-2151, H-I=-1361 BOT CHORD B-0=2764, N-0=2587, M-N=2587, L-M=3391, K-L=1916, J-K=1916, 1-J=180 WEBS D-0=3099 G-J=-271, E-M=-304, F-L=-409, C-O=-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; 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 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 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 nr r-Prtifirntion of the truss designer. 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H2 Job Truss Truss Type Qty Ply Centex-Orlando/2509 Y)sk/3-31-3 53906902 H3 RQOTRUSS 1 1 Job Reference o tional Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:57 2003 Page 1 1-0-Q 6-5-3 11-0-0 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 = 1:61. 5x6 = 20 II 5x6 = D F F 5.00 12 20 C W2 W2 3 Ci 4 w A 6 H o Io 3x7 = M L K J I 3x7 = 3x6 = 3x8 = 3x8 = 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 : D:0-3-0,0-2-4 , F:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.22 K >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.43 K-M >999 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 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, B=1498/0-3-8 Max Horz B=131(load case 4) Max UpliftH=-328(load case 3), B=-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-C=-3046, C-D=-2782, F-G=-2789, G-H=-3057, D-E=-2829, E-F=-2829 BOT CHORD B-M=2749, L-M=2371, K-L=2371, J-K=2374, I-J=2374, H-1=2761 WEBS C-M=-309, D-M=432, F-1=440, G-1=-315, E-K=-443, D-K=549, F-K=544 NOTES (5-6) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint H and 382 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 on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end may be attached to 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H3 Job Truss Truss Type Qty Ply Centex-Orlando/2509-yisk/3-31-3 53906902 — ,. , 1 H4 RT TRUSS Job Reference o tional 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 1i 0-0 6-5-3 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 11 5x6 = D E F 5.00 12 2x3 O 2x3 �i C W 2 w 3 G 0 4 yy e H q1AP1I4 o d 3x7 = M L K J I 3x7 = 3x6 = 3x8 = 3x8 = 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 : D:0-3-0,0-2-4 , F:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.18 K >999 TL20 245/193 TCDL 10.0 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) 1st LC LL Min I/defl = 240 Weight: 171 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, B=1498/0-3-8 Max Horz B=149(load case 4) Max UpliftH=-319(load case 5), B=-389(load case 4) BRACING TOP CHORD Sheathed or 3-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. 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= 2365 BOT CHORD B-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; 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) 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 on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpsoninstructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H4 Job Truss Truss Type Qty Ply Centex-Orlando/2509 -�fjsk/3-31;3 53906902 H5 RFC TRUSS,�wrL TT s 1 1 Job Reference o tional 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 1-0-p 6-5-3 11-10-14 15-0-0 21-0-0 24-1-2 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. 5.00 12 5x6 = 5x6 = 5x8 E Tq F 5x8 zZ D C1 2x3 c W W2 W2 3 4 yy A B I o jb 6 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 5x10 = 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 : D:0-4-0,0-3-0 , E:0-3-0,0-2-4 , F:0-3-0,0-2-4 G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.17 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.38 I-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 183 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2 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) BRACING TOP CHORD Sheathed or 3-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B=221 B-C=-3063, C-D=-2770, D-E=-1983, F-G=-1983, G-H=-2778, H-1=-30731 E-F=-2021 BOT CHORD B-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; 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 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 on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end may be attached to 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H5 ITruss 53906902 J H6 I R.O,OF� :RUBS 1 1 -3 i _61 I I Job Reference (optional) Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:59 2003 dl� 0 -11-0-P 6-5-3 11-10-14 17-0-0 19-0-0 24-1-2 29 6 13 36 0 0 1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 Scale . 1:f 5.00 12 5x6 = 5x6 = E F 3x7 = N M L K J 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): [D:0-4-0 0-3-0j [E:0-3-0 0-2-4j [F:0-3-0 0-2-4j [G:0-4-0 0-3-0j LOADING (psf) SPACING 2-0-0 CSIT FL in (loc) I/defl PLATES TCLL 20.0 Plates Increase 1.25 TC rt(LL) 0.17 L >999 TL20, TCDL 10.0 Lumber Increase 1.25 BC rt(TL) -0.38 I-J >999 BCLL 0.0 Rep Stress Incr YES WB rz(TL) 0.13 1 n/a BCDL 10.0, Code FBC2001 (Matri LC LL Min I/defl = 240 Weight: 183 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) B=1498/0-3-8, 1=1427/Mechanical Max Horz B=186(load case 4) Max UpliftB=-435(load case 4), 1=-364(load case 5) GRIP 245/193 BRACING TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3057, C-D=-2773, D-E=-1947, F-G=-1947, G-H=-2780, H-1=-3067, E-F=-1812 BOT CHORD B-N=2762, M-N=2278, L-M=2278, K-L=2281, J-K=2281, I-J=2773 WEBS C-N=-353, D-N=484, G-J=491, H-J=-359, E-L=524, F-L=523, G-L=-696, D-L=-693 NOTES (5-6) 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 II; exposure B; enclosed;MWFRS gable end zone; I 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 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 centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end maybe 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 ;Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO, Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H6 ,vu I Fuss I russ I ype Oty Ply Centex-Orlando/2509,Afjsk/3-31-3 53906902 T7 ROOF TRUSS 1 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 08:30:59 2003 Page 1 100 6-5-3 11-10-14 18-0-0 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 5x8 5x8 D F 2x3 20 C W W2 W2 y3 G 4 w A B H Ri o [v 0 3x7 = M L K J I 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = I 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 : D:0-4-0,0-3-0 , F:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.18 K >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.39 H-1 .>999 BCLL 0.0 Rep Stress Incr YES WB 0.80 HOrz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 174 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) B=1498/0-3-8, H=1427/Mechanical ' Max Horz B=195(load case 4) Max UpliftB=-444(load case 4), H=-374(load case 5) BRACING TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing. 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=-3066 BOT CHORD B-M=2760, L-M=2281, K-L=2281, J-K=2284, I-J=2284, H-1=2772 WEBS C-M=-349, D-M=481, D-K=-704, E-K=1052, F-K=-708, F-1=489, G-6-355 NOTES (4-5) 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 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 mechanical connection (by others) of truss to bearing plate capable 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 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. i) 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. .OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T7 goo truss TrussTyPe<� —" (sty Ply Centex-Orlando/2509-Msk/3-31,3 53906902 T8 ROOF TRUSS 1 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 08:31:00 2003 Page 1 1, 0-9 6-5-3 11-10-14 18-0-0 24-1-2 29-6-13 36 0 0 a7 0 p 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. 5.00 12 5x6 = E 5x8 % 5x8 D F 2x3�i C W W2 W2- 3 G 4 w d A B el Fi o Io 3x7 = N M L K J 3x7 3x6 = 3x8 = 3x8 = 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 : D:0-4-0,0-3-0 , F:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in . (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.18 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 L-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 176 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) 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) BRACING TOP CHORD Sheathed or 3-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. 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=22 BOT CHORD B-N=2758; M-N=2278, L-M=2278, K-L=2278, J-K=2278, 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=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 mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint B and 444 lb uplift at joint H. 1) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. -OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T8 I I lubb Truss Type Qty Ply Centex-Orlando/2509-�sk/3-31-3 53906902 H9 ROOP TRUSS 1 1 Job Reference o tional Universal Forest Products, Inc,, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:00 2003 Page 1 6-5-3 11-10-14 17-0-0 19-0-0 24-1-2 29-6-13 36 0 0 $7 0 p 1 0-0 6-5-3 5-5-1 0 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 1-0-0 Scale = 1:61. 5.00 12 5x6 = 5x6 = E F 5x8 5� 5x8 D G 20J 1 20 O W W2 W2 3 H 4 w B I J-7 .A 0 3x7 = O N M L K - 3x7 = 3x6 = 3x8 = 5x12 = 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 : D:0-4-0,0-3-0 , E:0-3-0 0-2-4 , F:0-3-0,0-2-4 , G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.17 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 M-0 >999 BCLL . 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 185 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 7-1-9 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= 178(load case 5) Max UpliftB=-434(load case 4), 1=-434(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3054, C-D=-2770, D-E=-1944; F-G=-1944, G-H=-2770, H-1= 3054, I-J=22, E-F=-1809 BOT CHORD B-0=2759, N-0=2275, M-N=2275, L-M=2275, K-L=2275, I-K=2759 NEBS C-O=-353, D-0=484, G-K=484, H-K=-353, E-M=523, F-M=523, G-M=-693, D-M=-693 VOTES (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 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. I) 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. i) Truss shall be fabricated per ANS I/TP 11-95 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. OAD CASE(S) Standard i 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-Alsk/3-31-3 53906902 H10 ROOFTRU�SS� . 1 r� R 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 08:31:01 2003 Page 1 i1-0-p 6-5-3 11-10-14 1 15-0-0 21-0-0 24-1-2 29-6-13 36-0-0 $7-0-_ 1-0-0 6-5-3 5-5-10 3-1-2 6-0-0 3-1-2 1—'l 5-5-10 6-5-3 1-0-0 Scale - 1:61. 5.00 12 5x6 = 5x6 = 5x8 E F 5x8 C D G 2x3- C w W2 W2 3 Fi is m 4 w ;A 6 I Ie 0 3x7 = O N M L K 3x7 = 3x6 = 3x8 = 5x10 = 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 : D:0-4-0,0-3-0 , E:0-3-0,0-2-4 , F:0-3-0,0-2-4 , G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.17 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 M-0 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 184 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) B=1497/0-3-8, 1=1497/0-3-8 Max Horz B=-159(load case 5) Max Uplift 8=-413(load case 4), 1=-413(load case 5) BRACING TOP CHORD Sheathed or 3-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-5 oc bracing. 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, I-J=22, E-F=-2018 BOT CHORD B-0=2766, N-0=2262, M-N=2262, L-M=2262, K-L=2262, I-K=2766 WEBS C-O=-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 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 413 lb uplift at joint B and 413 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 on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H10 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3-31-3 53906902 H11 ROOF�T,R SSA ONE `d "'µ� 1 1 a,:N. Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:01 2003 Page 1 -11-0 p 6-5-3 , 13-0-0 23-0-0 29-6-13 36 0 0 17 0 p 1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 1-0-0 Scale a 1:61. 5x6 = 2x3 11 5x6 = D E F 5.00 F12 20 2x3 C w 2 w 3 G oe 6 4 w o v 0 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 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 : D:0-3-0,0-2-4 , F:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.18 L >999 TL20 245/193 TCDL 10.0 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/deft = 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) B=1497/0-3-8, H=1497/0-3-8 Max Horz 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-C=-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-N=2171, L-M=2171, K-L=2171, J-K=2171, H-J=2775 WEBS C-N=-394, D-N=552, F-J=552, G-J=-394, E-L=-251, D-L=282, F-L=282 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 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. 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/TPI 1-95 quality requirements. Plates shall be of size and type shown and, centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H11 Job Truss Truss Type Qty Ply Centex -Orlando/2509-Afjsk/3-31-3 53906902 H12 RCjF TRUSS �aa 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 08:31:02 2003 Page 1 -1i-0-9 6-5-3 11-0-0 25-0-0 29-6-13 36-0-0 $7-0-p 1-0-0 6-5-3 4-6-13 14-0-0 4-6-13 6'-5-3 1-0-0 Scale = 1:61. 5x6 = Zx3 11 5x6 = D E F 5.00 F12 TP 20 20 c W2 W2 3 G 4 W a 6 H I o A I! y 0 3x7 = N M L K J 3x7 3x6 = 3x8 = 3x8 = 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 : D:0-3-0,0-2-4 , F:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.22 L >999 TL20 245/t93 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.43 L-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 169 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) B=1497/0-3-8, H=1497/0-3-8 Max Horz B=-122(load case 5) Max UpliftB=-382(load case 2), H=-382(load case 3) BRACING TOP CHORD Sheathed or 3-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. 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=-2825 BOT CHORD B-N=2747, M-N=2368, L-M=2368, K-L=2368, J-K=2368, H-J=2747 WEBS C-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; 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-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 does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO_ Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H12 Truss Truss Type Qty Ply Centex-Orla 1 3 F539069O2 H13�H�P,st Products, Inc., 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 87 0 p - 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 G 2x3 2x3 i c H Wi 2 W W1 4 w B I J A o Ia d 3x7 = O N M L K 3x7 = 3x8 = 3x10 M1118H= 3x6 = 3x10 M1118H= 3x8 = 9-1-12 18-0-0 26-10-4 36-0-0 9-1-12 8-10-4 8-10-4 9-1-12 Plate Offsets X,Y : D:0-3-0,0-2-4 , F:0=4-0,0-3-0 , G:0-370,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.36 Vert(LL) 0.28 M >999, TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.52 K-M >826 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.15 1 n/a BCDL 10.0 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 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=-104(load case 5) Max UpliftB=-413(load case 2), 1=-413(load case 3) 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-H=-2813, H-6-3067, I-J=22 BOT CHORD B-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-O=-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 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) 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 B and 413 lb uplift at joint 1. 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 ndo/2509- sk/3-3 - 3 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H13 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Nsk/3-31-3 "': IN si 53906902 H14 HIP" 1 1 Job Reference o tional Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:03 2003 Page 1 -11-0-9 4-6-5 7-0-0 12-6-14 18-0-0 23-5-2 29-0-0 31 5 11 36 0 0 7 0 p 1-0-0 4-6-5 2-5-11 5-6-1 4 5-5-2 5-5-2 5-6-14 2-5-11 4-6-5 1-0-0 Scale =1:61. 700 = 5.00 12 5x6 = 2x5 II 5x8 = 5x6 = 700 D E F G H I 2x3 2x3 c wi 1 w1 { wi { w1 3 w of A e K 0 Bi L �- li 0" 500 = 0 P 0 N M 5x10 = 5x6 = 5x6 = 700 M1118H= 5x6 = 5x6 = 7-1-12 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,Y : B:0-2-7,Ed e , D:0-3-12,0-4-0 , 1:0-3-12,0-4-0 , K:0-2-7,Ed e , 0:0-5-0,0-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.81 0 >529 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -1.16 O >370 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.21 K n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 1-9-8 oc purlins. T3 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 W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 ;4 REACTIONS (lb/size) K=3079/0-3.-10 (input: 0-3-8), B=3079/0-3-10 (input: 0-3-8) Max Horz B=-86(load case 5) Max UpliftK=-1129(load.case 3), B=-1076(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-7065, C-D=-6987, D-E=-9397, E-F=-10284, F-G=-10284, G-H=-10284, H-1=-9397, I-J=-6987, J-K=,7065, K-L=26 BOT CHORD B-Q=6456, P-Q=6499, O-P=9394, N-0=9394, M-N=6499, K-M=6456 WEBS D-Q=290, I-M=290, C-Q=34, D-P=3247, E-P=-1253, E-0=1001, F-O=-687, H-O=1001, H-N=-1253, I-N=3247, J-M=34 NOTES (9) 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) WARNING: Required bearing size at joint(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 lb uplift at joint B. 7) Girder carries hip end with 7-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 310.81b up at 29-0-0, and 385.01b down and 310.81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and,type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate increase=1.25 Uniform Loads (plf) Vert: A-D=-60.0, D-1=-130.6, I-L=-60.0, B-K= 43.5 Concentrated Loads (lb) Vert: D=-385.0 1=-385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H14 F bTruss906902 HJ7 Truss Type ENDJACK TRUSS ; , r, ����..��qq �d -a:::Mp..i -- Inc., Burlington, NC 27215-Jeff Kerr _"?'.3. 1 Job 5.000 s Feb 20 2003 MiTek Inc Vjsk/3-31-3 23 08:31:03 2003 Page i -1-b-b 5-8-3 9_10-1, 1-6-8 5-8-3 4-1-13 Scale = 1:1 .D f czrau 0-1 5-8-3 4-1-1 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.03 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.06 F-G >999 BCLL 0.0. Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 40 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) B=435/0-3-8, E=408/Mechanical, D=222/Mechanical Max Horz B=193(load case 4) Max UpliftB=-242(load case 2), E=-64(load case 3), D=-179(load+case 5) =ORCES (lb) - First Load Case Only FOP CHORD A-B=24, B-C=_-858, C-D=46 30T CHORD B-G=800, F-G=800, E-F=0 NEBS C-G=169, C-F=7877 DOTES (3) 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 DOL=1.60 plate grip DOL=1.33. 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 uplift at joint D. Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. OAD CASE(S) Standard Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-60.0 Trapezoidal Loads (plf) Vert: B=0.0-to-E=49.5, B=-2.2-to-D=-148.5 ,I 1Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 lContractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ7 E5390690]2EJ7 Truss Universal Forest Products. Inc.. But Truss Type Q y PI Centex-Orlando/2509-Afjsk/3-31-3 MWM' " ais ,Fyn t:, ROOFTRUSS 25 1 Job Reference o tional ton, NC27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:03 2003 Page 1 $ -1-0-0 __ 7-0-0 Scale = 1: 3x4 = 6-114 6-11-4 7P-0 0-0-12 LOADING (psf) SPACING 2-0-0 CSI in (loc) I_/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59L) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.21L) 0.17 LHorz(TL) A >80 BCLL 0.0 Rep Stress lncr YES WB 0.00 -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) LL Min I/defl = 240 Weight: 23 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. REACTIONS (lb/size) C=198/Mechanical, B=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; 11Omph; 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 165 lb uplift at joint C and 75 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 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 responsibilit 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 IV--- Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ7 Job Truss Truss Type Qty Ply Centex -Orland 53906902 H18 A1TOP TACK ` , ,fig 1 1 Job Reference Universal Forest Productsjnc:, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc -1-0-0 5-10-8 1-0-0 5-10-8 1/2509-A/jsk/3731-3 optional) Wed Apr 23 08:43:25 2003 Page 1 1-1-8 5x4 = ac3 II Scale =1: 3x4 = I 6-0-4 6-0-4 6-11-4 7-Q-0 0-11-0 0-0-12 LOADING (psf) SPACING 2-0-0 CSI , DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.07 B-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.19 B-H >436 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) . 0.04 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 30 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not 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, F=-126/Mechanical, E=392/Mechanical Max Horz B=148(load case 3) s Max UpliftB=-156(load case 4), F=-126(load case 1), E=-48(load case 4) i I FORCES (Ib) - First Load Case Only TOP CHORD A-B=22, B-C=-84, C-D=-2, D-E=0, 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; 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. 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 Ib'uplift at joint E. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated'and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H18 F Truss st Produc , Truss Type I Qty Ply I Centex-0 Inc., Burlington, NC 27215, Jeff 3x4 = 3-10-8 3-10-8 1 1 Job Reference 5.000 s Feb 20 2003 MiTek Industries. Inc 5x4 = 3-1-8 23 08:31:04 2003 Page 1 Scale = 1:13. 6-11-4 7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP- T,CLL . 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.18 B-H >442 TL20 245/193 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/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 27 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, 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=775(load case 3) Max Grav B=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=0, D-G=297 BOT CHORD B-H=20, G-H=O, F-G=0 WEBS C-H=-226 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category LI; 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. i 2)Provide adequate drainage to prevent waterponding.. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint B;83 lb uplift at joint F and 75 lb uplift at I joint E. f 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility I 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 9 administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard n ICustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 'Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw. No:53906902H19 Job Truss Truss Type, Qty Ply Centex Orlando/2509 A/isk/3-31-3 53906902 G17 HIP 1 Job Reference (optional Universal Forest Products,lnc., Burlington, NC 27215,Jeff Kerr 5.000 s Feb 202003 MiTek Industries, Inc. Wed Apr 23 09:17:36 2003 Page 1 2-6-0 4-7-13 6-7-14 8-7-15 10-8-1 12-8-2 14-8-3 16-10-0 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: 3/8" 1' 5.00 12 5x8 = - 3x8 = 3x8 = 20 II 3x8 = 3x8 = 5x8 = 8 C D E3x8 = F G H I A J rn p B1 to 5x6= R Q P S O N T M L K 3x6 II 5x6 = 7x6 = 5x6 = 502 = 7x6 = 5x6 = 3x6 II 5x6 = 2-7-12 4-7-13 6-7-14 8-7-15 10-8-1 12-4-0 12-8r2 14-8-3 16-8-4 1618-8 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:0-3-6,0-0-01,[B:0-5-12,0-2-8],[C:0-3-8,0-1-8],[D:0-3-8,0-1-8],[E:0-3-8,0-1-81,[G:0-3-8,0-1-8],[H:0-3-8,0-1-81,[1:0-6-0,0-2-8],[J:0-3-6,0-0-0],[M:0-3-0 0-3-12 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defy PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.54 N-0 >420 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.92 , Vert(TL) -0.85 N-0 >270 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.07 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min l/defl = 240 Weight: 454 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 "Except' TOP CHORD Sheathed or 4-1-9 oc purlins. T2 2 X 4 SYP SS BOT CHORD Rigidr ceiling directly applied or W-0-0 oc bracing. BOT CHORD 2 X 8 SYP SS WEBS 2 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, I-J=-14664 BOT CHORD A-R=16310, Q-R=16606, P-Q=26431,,P-S=33583, O-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-Q--3284, C-P=7887, 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) 65.01b down and 22.31b up at 16-10-0 on top chord, and 3075.01b down and 1057.01b 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. 2) Special connection required to distribute bottom chord loads equally between all plies. 3) 4-ply truss to be connected together with 16d Common(. 1 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 1/2 inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center., Special hanger(s) or connection(s) required to support concentrated load(s) 65.01b down and 22.31b up at 16-10-0 on top chord, and 3075.01b down and 1057.O1b up at 12-4-0, and 22.01b down and 7.61b up at 16-8-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 4) Unbalanced roof live loads have been considered for this design. 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2713 lb uplift at joint A and 1995 lb uplift at joint J. 8) This truss design allows for the following max. bolt holes along the member clines 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) 65.01b down and 22.31b up at 16-10-0 on top chord, and 3075.01b down and 1057.01b up at 12-4-0, and 22.01b 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 requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert: A-B=-60.0, B-D=-60.0, D-I=-98.0, I-J=-60.0, A-S=-734.0, S-T=-746.0, K-T=-34.0, J-K=-20.0 Concentrated Loads (lb) Vert: 1=-65.0 K=-22.0 T=-3075.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G17 F53906902 Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3-31-3 t .� HJ2 JACKJob Referversal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 202003 MiTek Industries, Inc. Wed Apr 23 08:31:05 2003 Page 1 -1-5-0 3-5-11 1 1-5-0 3-5-11 C Scale = . B LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 3.54 F12 T1 3x4 = 81 M 3-5-11 3-5-11 CSI DEFL in (lop) I/defl PLATES GRIP TC 0.16 Vert(LL) n/a n/a TL20 245/193 BC 0.03 Vert(TL) 0.04 A >446 WB 0.00 Horz(TL) -0.00 C . n/a (Matrix) 1st LC LL Min I/defl = 2140 Weight: 13 lb BRACING TOP CHORD Sheathed or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=39/Mechanical, B=159/0-3-81 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-B=22, B-C=-17 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 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 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 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 responsibilit 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. i LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-60.0 Trapezoidal Loads (plf) Vert: B=-2.4-to-C=-55.7, B=0.0-to-D=-18.6 Customer No: 11045 Customer Name: CENTEX, HOMES ORLANDO . Shop No: 53906902 A Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ2. Job Truss Trus 53906902 EjEJ2 ROB Universal Forest Products, Inc., Burlington, �. ....................... Type Qty Ply Centex-Orlando/2509-A/jsk/3-31-3 3 TRUSS 5 1 Job Reference (optional) C 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 09:21:15 2003 Page 1 Scale = 1:7. 2-5-4 2 1 6 i 0 2-5-4 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.01 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) 1st LC LL Min I/defl = 240 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPtHORD Sheathed or 2-6-0 ocpurlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=52/Mechanical, B=178/0-3-8, D=23/Mechanical Max Horz 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-B=22, B-C=16 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 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. 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/rPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and 'permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the -correctness or accuracy of the design information as it may relate to a specific building. Any references to, job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ2 Job EG15 53906902 Universal Forest Produc Truss Type Qty Ply Centex-Orlando/2509-Arsk/3-31-3 l MON' RW55M, "� m7z nr Job .Reference o tional s,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:05 2003 page 1 2-6-0 13 2x3 11 2-6-0 Scale = 1:7 I 2-0-0 2-0-0 , 2-6-0 2x5-HH 0-6-0 Plate Offsets X,Y : A:0-3-0,0-2-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) 0.00 A-C . >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.00 A-C >999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 11 lb 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, C=366/Mechanical Max Horz A=51(load case 3) Max UpliftA=-33(load case 4), C=-102(load case 5) FORCES (lb) - First Load Case Only TOP CHORD ' A-B=21, B-C=-66 BOT CHORD A-D=O, C-D=0 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; 11 Omph; 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 33 lb uplift at joint A and 102 Ib 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 unspecified connection(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 indicatedon this sheet is to reduce buckling of, individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to,a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 5) 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. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-C=-20.0, A-B=-60.0 Concentrated Loads (Ib) Vert: D=-331.0 ;I 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 Z' Job Truss Truss Type Qty Ply Centex-Orlando/2509-Msk/3-31-3 53906902 HJ3 JACK 2 1 I ter Job (optional)9 Universal Forest 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 i -1-5-0 4-2-3 1-5-0 4-2-3 C 1 Scale = 9. ' 0 3x4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase' 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO ' BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 3.54 12 T1 61 0 4-2-3 CSI DEFL in (loc) I/defl PLATES GRIP TC 0.16 Vert(LL) n/a - , n/a TL20 2451193 BC 0.04 Vert(TL) 0.05 A >387 W B 0.00 Horz(TL) -0.00 C n/a (Matrix) 1st LC LL Min I/dell = 240 Weight: 15 lb BRACING TOP CHORD Sheathed or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=67/Mechanical, B=171/0-3-8, D=28/Mechanical Max Horz B=70(load case 2) Max UpliftC=-56(load case 5), 6=-178(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-19 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; 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 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 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. i LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-60.0 Trapezoidal Loads (plf) Vert: B=-2.3-to-C=-63.6, B=0.0=to-D=-21.2 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No 53906902 Contractor/Job: 2509 EL.B RF Date Reg04/24/2003 Draw No53906902HJ3 53906902 iEJ3 Truss TypeVt ^te Qty Ply Centex 0rlando/2509-Arsk/3-31 3 ROOFTRUSS 2 1 Job Reference (optional) hs,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:06 2003 Page 1 Scale: 2-11-4 2-11-4 31010 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES - GRIP ' TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.01 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) 1st LC LL Min I/defl = 240 Weight: 11 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C=70/Mechanical, B=195/0-3-8, D=28/Mechanical Max Horz B=73(load case 5) Max UpliftC=-67(load case 5), B=-84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=22 ' BOT CHORD B-D=0 BRACING TOP CHORD Sheathed or 3-0-0 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 67 lb uplift at joint C and 84 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 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 CASES) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ3 Ply Centex-Orlando/2509-;A/jsk/3-31-3 . uoo I russ Truss Type IQ" ' 53906902. H1G HIP 1 1 Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:06 2003 Page 1 3-0-0 4-0-0 7-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:11. 5x4 = 5x4 = B c 5.00 F12 T2 w1 w1 T1 T1 PL D A B1 0 1 2x3 11 2x3 F E 3x4 = 3x4 = 3-1-12 3-10-4 7-0-0 3-1-12 0-8-8 3-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.01 F >999 TL20 245/193 TCDL 10.0 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/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 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 Horz A=-29(load case 5) Max UpliftA=-98(load case 4), D=-98(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13 -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; 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) 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) 45.01b down and 36.31b up at 4-0-0, and 45.01b down and 36.31b up at 3-0-0 on top chord. 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 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. 8) Right end may be attached to 2x6 So. Pine BC of two or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 ;Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1G Job Truss TrusTypd— 53906902 CJ5 ROOF TRUSS Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr Qty Ply JCente I X-Orlando/2509-Nsk/3 31 3 • i 6 1 Job Reference (optional) 000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:07 2003 Paqe 1 M 3x4 = 4-10-15 4-10-15 4-111r11 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >263 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 17 lb 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 13=1.15(load case 5) Max UpliftC=-116(load case 5), B=-77(load case 4) FORCES' (lb) - First Load Case Only TOP CHORD A-13=22, B-C=42 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 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 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 responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard -Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ5 Centex-Orlando/2509- isk/3-31-3 53906902 I CJ3 I ROOF TRIJSS`''�� 6 I I I Job Reference (optional) NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 Scale 2-10-15, 2-11 T 11 2-10-15 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in . (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.01 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) 1st LC LL Min Well = 240 Weight: i f lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or-1 0-0-0 oc bracing. REACTIONS (lb/size) C=69/Mechanical, B=194/0-3-8, D=28/Mechanical Max Horz B=73(load case 5) Max UpliftC=-66(load case 5), B=-84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=21 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 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 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 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 iCustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 .Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ3 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A/jsW3-31 3 s 53906902 ICJ 1 I ROOF. TR:U_SS � = � 112 I 1 ram^='. 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 Scale = 0-10-15 0-111-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 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 I/deft = 240 Weight: 5 lb 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 Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=133/0-3-8, E=9/Mechanical, C=0/Mechanical Max Horz B=41(load case 4) Max UpliftB=-102(load case 4), C=-27(load case 5) Max Grav B=1 33(load case 1), E=9(load case 1), C=29(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=21, B-C=-26, C-D=-4 BOT CHORD B-E=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; 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 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 responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 'Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 , Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ1 3' bath duct Beal to roof cap w/fan i 10x6 Iwcd IML 5 w M 85 0 pole Blum 12= 8x4 lwcd m 4' #� veal I0x6 Iwcd 12' 90 l0xl0 ra • 6• xl rag 6' 8x4 Iwcd 35 — 8 7, #il w s ' rn g 4 dryer wall cap 3' bath duct 10, i0' 1�tM to roof cap w/fan 8x4 Iwc 4' 9' 7' ■ I fa as 14x6 Iwcd 000240a 8' 10' 175 �R 12x12 rag HAM mm ,;,0q of 4dEP110 am" 14x8 Iwcd 215 7A wIL scale :1, BY BLDR MIN 2' FROM WALL 1 s# FLOOR P1 AN Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. 'J Q) O L ^ �C V '` \ \ QN C o o T v v � v Ci i U U) m z _O U_ > 0-i W W O QO Q 06 x (J-1) 00 LL-L I CU W x W J f— W o ry 0 z Q Ld cv U :E: Co> Rating z o rz U > m W > z Q -o -DaIz M CL -i U) 0 0 ONE BY WOOD CONCRETE OR BUCK BY OTHERS MASONRY OPENING BY .OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK o Nil a STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) (WI] WI DO.W HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL _ W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS I-1/4' MIN. EMBEDMENT 7 INSTALLATION ANCHOR 3/16- DIA_ TAPCON SHIM AS REQ'D. I/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) B.W. (BUCK WIDTH) INSTALLATION ANCHOR _ ONE .BY WOOD 3/16- DIAL TAPCON BUCK BY OTHERS 7AS SHIMREO'D. RIGID VINYL 4' MAX. GLAZING BEAD<SNOTES). (T.YP.)—( i 1-1/4' MIN. EMBEDMENT D. STUCCO BY CTHERS GLASS O (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE PERIMETER.) / O & WOOD BUCK CAULK BY OTHERS W.W. (WINDOW WIDTH) B.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK 8t, MAS'Y.. OPENING BY OTHERS SECTION B B FLANGE TYPE CONCRETE OP WINDOW FRAME MASONRY OPENING SILL BY OTHERS 1 \ _y a t • • 1 �(%fled W.W. "mot PRECAST SILL a a A . BY OTHERS 9 A B C. NOTES: SECTION A -A •- 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE - SHIM STACK TO BE 1/4-. D E ` 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063- 3) INSTALLATION ANCHOR MUST .BE OF SUFFICIENT LTH. TO ACHIEVE MIN- EMBEDMENT OF 1-1 /4" INTO MASONRY OR CONCRETE 1 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J K ' & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. c9N 5) USE IOF WINDOW FLANGE OEACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR F G �y -5 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE.. FOR. THE 'APPROPRIATE DESIGN PRESSURE REQ`D. �l 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF.ASTM E 1300 GLASS CHARTS. 8). LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE I I TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 41 PSF TO 70PSF SIZE - SIZE _ - 12 18 1/8 x 25 8 8 F.G F,G F.G F.G 13 18 1/5 x 37 3/8 B B 8 F,G F.G 14 18 1/8 X 49 5/8 8 F,G F,G 145 18 1/8 x 55 1/4 8 8 8 F,G .: F,G 15 18 1/8 X 62 8 6 B F,G F,G,H 1 16 17 18 1/8 X 71 18 1 Z8 x 83 B B F,G F,G,J,K 1H2 25 1/2 x 25 8 B F,G F,G F:G F.G IH3 25 1/2 x 37 3/8 B B 8 F,G F,G,H,1 11,14 25 1/2 X 49 5/8 8 6 F,G F,G.H,1 1H45 25 1/2 x 55 1/4 8 8 F.G F.G,HJ IH5 25 1/2 X 62 B B 13 F.G F.G•H,l 11,16 IH7 25 1/2 x 71 25 1/2 X 83 6 B F.G•J,K F,G.J.K 30 1/2 x 26 29 1/2 X 25 B B B 8 .G FF G Ir.6 F.G . 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 G F• 30 1/2 x 50 5/8 29 1/2 X 49 5/8 8 e F.G F,G,H1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 B F.G F,G,H.I 3o 1/2 x 63 29 1/2 x 62 B B B .G F, F.G,HJ 30 1/2 x 72 29 1/2 x 71 B F.G.J.K F.G.J.K 30 1 2 x 84 29 1/2 X 83 8 22 . 36 X 25 B BB B • F,G f,. 23 36 x 37 3/8 B B F,G F,GH,i 24 36 x 49 5/8 B B F.G F,G,H,1 245 25 36 x 55 1/4 36 X 62 8 B F,G,H,1 F,G,H,I 26 36 X 71 8 8 F,G.H.1 D.E.F,G H,I 27 36 X 83 8 e F,G,J,K F,G,H,I,J,K 42 x 26 41 X 25 8 8 8 8 ' F.G F,G,H,I 42 x 38 3/8 41 x 37 3/8 8 8 F,G F•G,H,I 42 x 50 5/8 41 x 49 5/8 B B F,G,H.1 F,G,H,1 42 x 56 1/4 41 X 55 1/4 8 8 F,G,H,1 0,E,F,G.,H,1 42 x 63 41 x 62 41 X 71 B B F,G.H,1 D.E•F,G.H.1 42 x 72 41 X 83 B 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.Hi a8 x 3fl 3/8 a7 3/8 37 x 6 A.0 F,G F,G,H,I 48 x 50 5/8 47 x 49 5/8 B A.0 F.G,H.I F.G.H,I 48 x 56 1/4 47 X 55 1/4 8 A.0 F.G.H,I D,E.F,G.HI 48 x 63 47 x 62 47 X 71 B A,C F.G.H.I D.E,F,G,H,1 48. x 72 47 X 83 8 A C FGJK OEF.G HIJK 48 x 84 52 1/8 X 25 8 A,C F,G F,G F,G F,G.H,I 32 33 52 1/8 X 37 3/8 B B A,C A,C F.G,H,1 F.G.H,I 34 345 52 1/8 X 49 5/8 52 t/8 x 55 i/a B A,C. F,G.H,l O.E_F.G.H.I 35 52 i/X 62 B A,C F,G,H,I F.G,H,I D,E.F.G.H.1 D.E,F,G.H,I 36 52 1/8 X 71 52 1/-p x 83 B B A,C A,C F,G.J.K O.E,F,G,J.K.J,K. • 37 • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO 13E INSTALLED WHEN USING THE � - INTERNATIONAL, _INC EXTERIOR ELEVATION AS A KEY. :) _ 1 FLORIDA O R T D n Ej EXTRUDERS p j T D Ej R S 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON L j�,1 j.Jj-� L1 1 1 ` lJ L SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8. IN.. EMBEDMENT INTO WOOD BUCK. . 10) FLORIDA EXTRUDERS 1.000 SERIES SINGLE HUNG IS SHOWN..THIS TITLE' INSTAI CATION DETAIL PRINT ALSO.APPUE4 TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIES. SINGLE° `HUNGS. 1 1) WHERE WINDOW 1S' INSTALLED IN .MASONRY OPENING WITH A STRUCTUAL.TWO .BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH, TO .ACHIEVE . 1-3/8" MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS- 0 SGL. HUNG FLANGE WINDOWS— SERIES 1000 150.0 &.2000 DRAWN BY: B B APPROVED BY: DATE:10 / 09 / O I SCALE: N T S DWG.: FLEX 0016 THROW. FLORIDA ooro Aorn av- oAnro,rT' A, APPIWATIM FtkGIN2ERING. INC.; 250 INTERNATIONAL PKY., SUITE 250. HEA- 32746= PHONE. a0J 805-0365 FAx 407 SC5-0366 I CAULK BETWEEN WINDOW FIN b SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER SHIM SF'ALt �H a �_�' l A I� . �-� - CAULK SHEATHING BY OTHERS BY OTHERS GLAZING (TYPJ (SEE NOTES) `- PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME CAULK BETWEEN HEADER FIN TYPE WINDOW FIN GLAZING (TYPJ WINDOW FRAME b SHEATHING (SEE NOTES) wIND❑w JAMB WIDTH PERIMETER INSTALLATION ANCHOR CAULK. #8 WOOD SCREW n BY ❑THERS STUCCO BY OTHERS c`F- TIr1I.i n ID B B 24' O.C. . MAX-(TYPJ EQUALLY SPACE ANCHORS (TYPJ WINDOW HEIGHT A 6' MAX. (TYPJ 6MAX. (TYPJ FIN TYPE ELEVATION WINDOW FRAME SIWRBLE SILL VIEWED FROM EXTERIOR STOOL BY OTHERS INSTALLATION ANCHOR TWO BY WOOD #8 WOOD SCREW BY OTHERS STUCCO I� BY OTHERS r. CAULK BETWEEN , WINDOW FIN SHEATHING - "SHEATHING BY OTHERS I'MIN. - EMBEDMENT SECTION A -A t:, - i k, . 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 1" INTO WOOD BUCK, 4) USE SILICONIZED . ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS .MAY VARY PER THE REQUIREMENTS 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. 4 EV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD., FLORIDA TITLE: INSTALLATION DETAIL W/#8 SCREWS SINGLE HUNG FIN WINDOW - SERIES 1000,-1500, & 2000 DRAWN BY: BB APPROVED BY: DATE: 12/13/O1 SCALE: N. T. S. DWG.:FLEX0026 -SHT 1 OF 2 - no,nn 1:)17Ar PHnNF 407 805-0165 FAX 407 805-0366 .. - - NKLF'Ah2U I$T: rKUVUu l s a ru�nuuw LivUL.LLrtanv, INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN HEAD & SILL EACH. JAMB CALL WINDOW UP TO 70 PSF UP TO 70 PSF" SIZE SIZE 2024 23 1/2 X 27 1/2 2 2 2 2030 23 1/2 x 35 1/2 2 3 2038 23 1/2 X 43 1/2 2 - 3 2040 23 1/2 X 47.1/2 2 3 2044 23 1/2 X 51 1/2. 2 3 2050 23 1/2 x 59 1/2 2 2060 23 1/2 x 71 1/2 2 4 2070 23 1/2 x 83 1/2 2 4 2424 27 1/2 x 27 1/2 2 2 2430 27 1/2 X 35 1/2 2 2438 27 1/2 X 43 1/2 2. 3 2440 27 1/2 X 47 1/2 2 3 2444 27 1/2 X 51 1/2 2 3 245.0 27.1/2 X 59 1/2 2 . 3 2460 27 1/2 X 71 1/2 2 4 2470 27 1/2 x 83 1/2 2 4 2824 31 1/2 X 27 1/2 2 2830 31 1/2 X 35 1/2 2 2 2838 31 1/2 X 43 1/2 2 3 2840 31 1/2 X 47 1/2 2 3 2844 31 1/2 X 51 1/2 2 3 2850 31 1/2 x 59 1/2 2 3 2860 31 1/2 X 71 1/2 2 4 2870 31 1/2 x 83 1/2 2 4 3024 35 1/2 x 27 1/2 2 3030 35 1/2 x 35 1/2 2 2 3038 35 1/2 X 43 1/2 2 3 3040 35 -1/2 x 47 1/2 2 3 3044 35 1/2 x 51 1/2 2 3 3050. 35 1/2 x 59 1/2 2 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 3838 43 1/2 x 43 1/2 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 3370 43 1/2 X 83 1/2 3 4 4024 47 1/2 X 27 1 2 3 2 4030 47 1/2 x 35 1/2 3 2 4038 47 1/2 x 43 1/2 3 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 x 59 1/2 3 3 4060 47 1/2 X 71 1/2. 3 4 4070 47 1/2 x 83 1/2 3 4 INSTALLATION ANCHOR CHART QUANTITY. IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB UP 'TO 70 PSF UP TO 70 PSF SIZE SIZE 12 18 1/8 X 25 2 2 3 " 13 18 1/8 x 37 3/8 2 14 .'I,1 18 1/8 X 49 5/8 2 3 1-45 " 18 1/8 X 55 1/4 2 3 15 18 1/8 X 62 2 4 16 18 1/8 X 71 2 4 17 18 1/8 x 83 2 4 1H2 25 1/2 X 25 2 2 3 1H3 25 1/2 X 37 3/8 2 IH4 - 25 1/2 X 49 5/8 2 3 1H45 25 1/2 X 55 1/4 2 3 1H5 25 1/2 x 62 2 4 IH6 25 1/2 X 71 2 4 1H7 25 1/2 X 83 2 4 30 1/2 x 26 29 1/2 X 25 2 3 30 1/2 x 38 3/8 29 1/2 X 37 3/8 2 3 30 1/2 x 50 5/8 29 1/2 X 49 5/8 2 3 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 36 1/2 x 63 29 1/2 X 62 2 4 4 30 1/2 x 72 29 1/2 X 71 2 4 30 1/2 x 84 29 1/2 x 83 - 2 2 36 x 25 3 23 36 X 37 3/8 2 3 24 36 x 49 5/8 2 3 245 36 x 55 1/4 2 4 25 36 X 62 2 26 " 36 X 71 2 4 27 36 X 83 2 4 42 x 26 41 X 25 3 3 42 x 38 3/8 .41 x 37 3/8 3 3 42 x 50 5/8 41 X 49 5/8 3 3 42 x 56 1/4 41 X 55 1/4 3 4 42 x 63 41 X 62 3 42 x 72 41 X 71 3 4 42 x 84 41 X 83 3 4 48 x 26 47 x 25 3 3 48 x 38 3/8 47 x 37 3/8 3 3 48 x 50 5/8 47 x 49 5/8 3 3 48 x 56 1/4 47 X 55 .1/4 3 4 48 x 63 47 X 62 3 48 x 72 47 X 71 3 4 48 x 84 47 X 83 3 4 32 52 1/8 X 25 3 2 33 52 1/8 X 37 3/8 3 3 34 52 1/8 x 49 5/8 3 3 345 52 1/8 x 55 1/4 3 3 35 52 1/8 x 62 ? 3 4 36 52 1/8 x 71 3 4 37 52 1/8 X 83 3 4 :RTON DATE INI FLORIDA EXTRUDERS INTERNATIONAL, sRDFLORIDA TITLE: INSTALLATION ANCHOR CHART SGL. HUNG FIN WINDOWS - SERIES 1000 1500 & 2000 DRAWN BY:BB APPROVED BY: HATE._ t 2/ t 8/01 SCALE: NTS - DWG.: FLEX0026 SHT 2 OF 2 l }� C X.Yi. X Y .�/SZ - j MIN Bv.. WOOD L�C'A" iGiv+n ±Y ':r J, LIRE Ml it ,:!.;�i ifit � i v,.^ 1 `t,;! 1ti11. ! _�;y _ _ .. - i. ; 3iv�:.K V-r-�,�•`;[ �- - , - - COU N C R_ T" OR ,'n'i.- yRY MlNz r� r P Q A : isG _ `\ C�4 n nn x . } St P- _ - _ 1 ; ,_ t iC , A'__f`-•' I::;� rt.ir."!:O^K ...._.a-f �Ct'7\Ai r=� i'4J ��;•1 SM— C , �,.,, .. f ` - r nn ;5 (:-;\ - _ _ j i i..1 1P �L MULL if"N I v ..,tO.7t�C REF � 1-END 3 fir_ L i O 1 \ ii ' L / i - - )� •L _ _ - � t I I i 1 ! I r_ ---- -~ I ;��� Llt I_�'L,�',i� St 11LL '�4 1` K' i X-; c X c /r16 X 1/L< tu�i ; —LL '—i L t n 7l;".L +ti�v.!SLtj p v r a 3 r8 _ �.�; -- T , .. . . t - T _ t T- ; JAMB (1 YP,) , ,cam l a rt X !,/_ S 1 i�ISTALI ,�Ti��"i �`±`I! i{1R 1 TAPPING 1^.: J,"!i?P?�1�I ] . t�i C �L �� ��1a�I7�K \ I i Y �C-i' L iF ` I ` ! T ` S �\ BETWEEN Td, } C i/T.NTTJOW r _ANGFS i t /4' M71N. ` �. BETWEEN 47I"lDOW .LAP+GES :Jlh L:: t ANGES S & MULLION I � tMSc 1t�_^1T Yf CI�!V sly,cS r- ; L + - ____--_.y ,'--- FR f- S F S!I _ By r k st� X I-'1/ r c:� .. t_i_l� SELF : _ TH I�S APPITING sms ! ?AIL r _ ! F c. N I �µ Ir 4 t{`� 1 i�(C ! i t—_-� �, ` . ! 1 1 V'4L1J. T�\7A!_ ^hrr?,`:R �f -_'a REQUIREr — _ X 4 X J % .k 4 3/8 - -e-- UDE SAL :E N� ! r t f j !1(�IIi .- �y{1 t , 1Bu! JAMB I 10.1 S.MS ' {r ; �i j I Lr AD ! O I SC , --: - i #C X 1/r SEi f ?ifi x 1/l- JLLf �tjFWEL+ I�V�rR ~Xir ;Jf'� i i A, !P1 G SMS - t A rit; `. .�i Sty —._ ._--- �__.r.___��.__�_ -- INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA - t ;TITLE t<: U U r` _ :! Y i Jl� J} ; i I I `4s - _ \ \L.h�T,4�1?WI. A►tiwEEN:C '\ .� WINDOW� F� r�:'3�r.F,r`+; _cE?t I—ANGES� `1 . Hr R S T DE { SH ` !�._ U` -'?)- C GR MULLION tr I �IU _ J--r vS _ iJ * - : \ �. S v �.J L L , T #8 X_--1 z; SSEL: R r •'-PAC ; T I T S ar? �,� S4iS TAPP NG SM; :� � A DRAWN BY: n'' `� APPROVED BY: _ _ _ _ - .. _..'- l" . i.�`!!`ti. i-:.—,-� E ,. - l� t :t !.v -* s-`. ! ^ i ':J ti-ra� InAMrl.,� ? ,� crA nw ' i0.1 1 " _ y SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES CAPACITY ;CAPACITY CAPACITY -' CAPACITY :CAPACITY , CAPACITY I CAPACITY CAPACITY I CAPACITY 1 CAPACITY CAPACITY CAPACITY i CAPACITY j CAPA 1X2X1 8 1X2X1/8 1X2X3/8 1X2X3/8 ax2 7/tsxt/eltxl 7/tsxt/$tTUBE 1MULLBtTUBE tMULl8TUBE IMULL ;TUBE lX4x(MULL ;TUBE MULL TUBE MULL .TUBE MULL / TUBE MULL TUBE MULL A CHORS ' 6 ANCHORS + 6 ANCHORS CALL TIP -TO -TIP TUBE MULL TUBE MULL i TUBE MULL TUBE MULL SIZE 2 ANCHORS 14 ANCHORS ` 2 ANCHORS 4 ANCHORS 12 ANCHORS i 4 ANCHORS 2 ANCHORS S ORS SECT. A-A(3Z: SECT. A-A(4) 4 ANCHORS ;SECT A-A(4 4 ANCHORS 6 ANCHORS ;SECT. AA(5) SECT. A-A(5) } 4 N ;SECT. A -A 6 i SECT. A -A 6) I SECT. A -A 7 SIZE SECT. AHO 'SECT, A -A 1 � SECT. A SECT. A-A(2) ;SECT. A-A(3) i - ` 11187.72 ` 79 i I 1 187.72 11187.72 12 1 8 X 26 336.52 19 / 732.42 336.52 692:83 ; 1336.52 732_42 ` - 336.52 209_72 ; 732.42 456_46 791.81 !493.47 i 740.20 .81 493.47 ` 740.20 740.2Q - 13 - 19 1 /8 X 38 .3/& 209.72 317.66 ! -- Z09.72 - - 429.55 209.72 _ -� 456.46 ----- ; --- 1152.75 , 271.83 ; ' 359.41 539.12 ; 359.41 1539.12 -_ 14 - - ! 31.23 131.23 19 1 /8 X 50 5/& 1 -_- - r------ 152.75 i ' 177.46 , 127.29 152.75 -- `: 135.81 193.92 ;-- ---'-- : 139.09 135.81 --- 194:97 ! 319.55 ; 460.17 -`�539.12 319.55 ! 479.33 479.33 145 ! 4. 94.13 19 t/8 X 56 1 / ` 94.13 ; 127.29 _-�- -- - 97.48 _ 97.48 .119.85 136.64 + 282.Q2 423.03 ; 282.02 i-; ' 423_03 - _ 423.03 _ 19 1/8 X 6365.97 - --- 65.97 ' 89.21 89.21 ^58.81 64.27 64.27 ! 90.09 90.09 : 212.62 212.62 - - 29.6.98 296.98365.75 16 19 1 /8 X 72 . 43.49 43.49 ' 58.81 - 39.83 39.83 -;--- ; 55.84 -- rt55.84- ; 131.79_ 184.08 ' 184.08 1294.03 --- 17 i 84 ° 26.96 19 1 / 8 X _ ' 26.96 - _ 36.45 ---- - --- --- 36.45 : _ . - 618.52 --- 1927.78 ---- 1 H2 --;-- --- 1 26 1 /2 X 26 i 262.87 -- -__ -___ ; 572.13 -,- 1 262.87- -- 1. 541.20 - 1-262.87 572.13 ' _ ! 262.87__�. 157.93 572.13 -1927.781927.78 L343.74 618.52 1371.61 557.41 371.61 ' S57.41 i. 557.41 1 H3 1 2 X 38 3 8 157.93 6 / / i 239.21 - 157.93 -, ` 323.48 ^ 157.93 343.74 143.71 ; 1 13.20 201.4.5 266.35 ', 399.53 1266.35 ! 399.53 , 399.53 1 H4 6 1 /2 X 50 5 & 97.25 -- _ 97.25 1 13.20 -- - -- f ; 131.51 ;----- 93.89 i 1 13.20 - (100.17 1102.59 1 100.17 ; 143.81 ; 235.70 _ I ; 339.42 z : 255.70 ! 353.55 1353.55 1 H45 �26 1 /2 X 56 1 /4 69.43 ; 69.43 _� 93.89 , f 71.58 - ` 100.34 207.10 - ! 236.83 ! 207.10 ! 310.65 i 310.65 1 H5 26 1 2 X 63 48:44 ; / 48.44 _ --! _ i 65.51 - 65.51 142.99 171.58 i 46.98 46.98 --88_01 65.Sfi +: 65.86 ; 155.44 11155.44 217.1 1 1217.1 1267.38 1 H6 26 1 /2 X 72 31.79 ; 31.79 `• 42.99 126.53 1 28.99 1 28.99 1140.64 : 40.64 --- i 40.64 i s 95.93 ; 95.93 133.99 { 133.99 214.02 1 H7 f1/2-- 26 X 84 ; 19.62 - - 19.62 ,_ -- 26.53 _ 471.75 _ ' 47r 1.75 i 21 6.75 -- 1 471.75 1510 { 765 1 510 765 i 765 22 37 X 26 1216.75 i 1471.75 216.75 2 25Q.32 1216.75 - 12222 ; 2 66 Ofl _ 1122.22 266:00 i 2$7.57 ! 431.36 1287.57 ! 431.- 431.36 23 ---- ;37 X 38 3/8 I122.22_ ' y 185.12 1 12 .22 - t 85.36 199.17 �`85.36 ` r10T_ 08.37 ---'-- 85.36 ---i,301.291301.29 151.91 _1200.86 1200.86 ' 301.29 - 24 -- 07 X 50 5/8 73.34- 73.34 151 70.25 70.28 : 74.98 76.79 74.98 ' 107 65 176.43 254.07 ; 176l43 LT264.64 264.64_ 245 i37 X 56 1 /4 51.97 - ? .97 - 0 ! ------1153.21; ; 48.70 , ` 48.70 - ? 53.21 ! : 65.43 < 74.59 1�53 96 ! 176.06 ; 153.96 _ 1 230.94 --- 230.94 _ _ - --- 25 ( 37 X 63 36.01 i 3 3 31.74 �i 31.74 -_ I 34:69 48.62 48.62 - 1 14.76� 1114.76 131.61 116� 0 30 197.41 26 -�^ 37 X 72 ; 23.47 ! _ ! - ^1 19.46 19.46 134.69 - 121.26 121 26- _ _! 29_81 T29.81- i 70.36 i 7_0.36 98.27 - - 98.27 _ ; 156.97 27 X 84 1 14.39 37 - -.39 _ 14.39 ' --------- 1417.04 - i 191.61 -� 1394.49 _ _ 91.61 1 417.04 _ _ 19;1.61 _ ; 4J 7 G44 450.85 , 676.28 _ 1 j 450.85 1676.28 ! 676.2 32 53 1 /8 X 26 I.191.61 - +- _ ! 214.14 �� 8 �� ;` 24 14 231.50 347.25 1231.50 ` 347.25 ! 347:25 333 1 /8 X_ 38 3/8; 98.38 14� 9'02 - 8 198.3 -�-_:. 201.51 98.38 I - 65.45 `_ 183.09 - �-fi5:45 - = 1_.00 _ 1231.01-154.00 �231 .01 231.01 - 34 ' ; 3 1 /8 X 50 5/& 56.23 56.23 1 65.45 76.04 r - `' -�-- `; 58.1 Q _ ! 56.73 ' •' r 81.44 1 133.48 192.22 1 133.48 ; 200.23 1 - - 200.23 ,345 i �3 1 /8 X 56 1 /4.39.32 1 ; 39.32 153.17 I S3.17 156.73 ( - 148.91 ! 55.T6 : , 15.0 8 I 31.60 + I 1 15.08 - ! --- ' 172.63 ' ' 172.63 35 53 1 /8 X 63 = 26.92 -- -- _ ---T ► 26.92 - , 36.40 ': + 36.40 --� �.--_-_-+----- 123.45 39.78 25.62 139.78 -r- - 125.62 1 35.92 -- - 135.92_ 84.77 _... _ 184.77 97.21 1 18.41 ; 145.82 36 j 53 1 /8 X 72 ; 17.34 j 17.34 _ 23.45 ; --- ; i 15.53 i 21.77 { 121.77 I ; 51.39 , 51.39 71.78 171.78 1120.81 37 ! .51 , 53 1 /8. X 84 1 10 _-L 10.51 14.21 i 14.21 15.53 - SERIES 1000 & 1- 500 FLANGE VERTICAL` FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA DESIGN PRESSURE CAPACITIES �r L;i�Y " C` �u ;- i.r?r!?;� r J r L!-flYvL TIIIE:_ .MULLION SHEET 2 OF 2 L yl :y;c r� �i��L1 - J� L i Jt�� `- n •JIJr NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON DRAWN BY: }�� APPROVED BY: FASTENERS REQUIRED .AT EACH END. B) DESIGN PRESSURES GIVEN ARE FOR 1.5 - - X _ � r - 0 .9 Tz` ` < '`'r SCALE: i= U`I - DWG.: ? V�1F L P 2 DATE: J f / _ , � :_ . 1 1000 S.H. 1 X 2 X 1/8 1000 S.H. 1 X 2 X 3/8 TWO BY WOOD DETAIL C JAMB (TYP.) TUBE MULLION JAMB (TYP.) TUBE MULLION BUCK BY OTHERS #8 X 1/2 SELF #8 X 1/2 SELF 1 1/8' MIN. .. TAPPING SMS TAPPING SMS EMBEDMENT 2 x 4 x 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN ' TUBE MULLION INSTALLATION ANCHOR #8 WOOD WINDOW FRAME WINDOW FRAME SCREW (TYP) & MULLION &MULLION " #8 X 1-1/2 SELF #8 X 1-1/2 SELF EXTERNAL MULLION INSTALLATION CLIP TAPPING-SMS TAPPING SMS ON MULLI SECTION A -A ( 1 ) SECTION A —A ' (2) 1 X 2 7/16 X 3/8 JAMB 0(TYP.) P > APPLIES TO HEAD & SILL WHERE 1 X 4 1 X 2 7/16 X 1/8 & 2 X 4" TUBE MULLIONS ARE USED 1000 S.H. TUBE MULLI❑N 1000 S.H. JAMB (TYP.) JAMB (TYP.) TUBE MULLION APPLIES TO HEAD & SILL WHERE 1 " _X 2" & 1" X -2 7/16 TUBEMULLIONS ARE USED #8 X 1/2 SELF . #8 X 1/2 SELF #8, X 1/2 SELF$womb TAPPING SMS INSTALLATION ANCHOR TAPPING SMS To SMS DETAIL .B (T WOOD SCREW (TYP.), SILL CLIP I SEALANT BETWEEN SEALANT BETWEEN SEALANT BETWEEN #8 X 1-1/2 SELF- WINDOW FLANGES TAPPING SMS & MULLION 1. 1/8' MIN. WINDOW FRAME WINDOW FRAME EMBEDMENT MULLI❑N &MULLION SECTION A —A (7� SHEATHING #8 :X 1-1/2 SELF #8 X 171/2 SELF TAPPING SMS TAPPING SMS DETAIL C WOOD FRAMING SECTION A -A (3) SECTION A --A (4) AUXILIARY PLATE 1 X 4 X 1/8 1 X 4 X_ 3/8 �, t�j° (FOR : ADDITIONAL ANCHORS, WHEN REQUIRED) TUBE MULLION TUBE MULLION �• + A A 1000 S.H. 1000 S.H.`' - -- JAMB (TYP.) JAMB (TYP.) #8 SELF .TAPPING SMS (TYP.) DETAIL B MULLION #8 X 1/2 SELF #8 X 1/2 SELF ELEVATION �+ TAPPING SMS TAPPING -SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, INCA ' V SANFORD, FLORIDA i TITU: SER. ` 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEALANT BETWEEN SEALANT BETWEEN & IMuuLIOFRAME & IDOWMULLION FRAME .� Is 2 SEE OTHER SIDE (SHEET 2 OF 2> FOR DESIGN PRESSURE CAPACITIES #8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS DRAWNBY: MSH' APPROVED BY: SECTION A -A_ (5) SECTION A —A r�6� DATE:2/6/02 scAu: NTS DWG--- 11/MF I N SERIES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES WINDOW . CALL.TIP-TO-TIP SIZE WINDOW SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. ANCHORS A-Aa CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. ANCHORS A-A1 CAPACITY 1-X2X3/8 TUBE MULL 2 ANCHORS SECT. ANCHORS A"AZ CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY X2 7/16X1 /8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY . 1 X2 7/16X1 /81 TUBE MULL 4 ANCHORS SECT. A -A CAPACITY X2 7/16X3/8 TUBE MULL 2 ANCHORS SECT: A -A 4 CAPACITY X2 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY_ 1 X4X 1 /8 - TUBE MULL 4 ANCHORS SECT_ A.=A 5 CAPACITY 1 X4X 1 /8 TUBE MULL -6 ANCHORS SECT. 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 61ANCHORS SECT. A-A(7) 403.67 251.57 183.23 136.55 95.70 63.09 39.11 201.83 125.78 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 -377:3.6. 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 36 - . 274.84 244.36 ' 215.66 186.46 157.94 605.50 377,.36 274.84 244.36 215.66 186.46 157.94 18 1 /8 X 25 1 /8 X 37 3/ 18 ° 1 /8 X 49. 5/8 18 1 /8 X 55 1/4 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 26.63 201:83 125.78 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 12 13 18 14 145 Fl5 - 16 17 157.66 94.72 67.89 315.32 189.44 135.79 315.32 189.44 135.79 472.98. 284.17 203.68 315.32 189.44 135.79 472.98 284.17 - 203.68 472.98 284.17 203.68 1 H2 25 1 /2 X 25 5 1 /2 X 37 3/8 5 1 /2 X 49 5/8 157.66 94.72 67.89 315.32 189.44 96.07 68.58 47.85 31.40 19.38 157.66 94.72 67.89 315.32 189.44 132.22 1'57.66 94.72 67:89 315.32 189.44 135:79 1 H3 1 H4 60.08 52.79 43.22 26.67 94.39 65.86 43.22° 26.67 6008 " 52.79 45:43 128,46. 100.72 70.28 46.12 °: :.45.43 28.46 60.08 52.79 38.32 120.16 99.52 65.32 40.31 " 120.16 105:5$ ` 90.87 76 64 180.24 158.37 -136.31 9 3.8 4- 1 120,16 105.58 90.87 76.64 180.24 t _ 158.37 136.31 114.96 180.24 158.37 136.631 41 &-96 1 H45 25 1 /2 X 55 1/4 25 1 /2 X 62 25 1 /2 X 71 25 1 /2 X 83 60.08 - 47.85 31•.40 19.38 1 H5 1 H 6 1 H7 130 73.30 51.20 44.97 39.24 260 146.60 102.40 89.94 73.98 260 146.60 102.40 89.94 78.49 390 219.91 153.60 134.91 117.73 260 146.60 102.40 89.94 78.49 390 219.91 153.60 134.91 117.73 390 219.91 153.60 134.91 117.73 22 23 '36 24 245 25 36 X 25 X 37 3/8 36 X 49 5/8 36 X 55 1 /4 36 X 62 130 73.30 51.20 44.97 35.57 260 146.60 72.44 51.33 35.57 130 73.30 51.20 44.97 39-24 260 146.60 99.71 70.65 48.96 130 73.30 51.20 44.97 39.24 260 146.60 102.40 75.39 52.24.. 26 36 X 71 23.19 23.19 31.91 - 31.91 33.54 34.05 33.54 48.22 67.09 100.64 67.09 100:64 100.64 14.21 19.56 19.56 20.88 20.88 -29.56 29.5.6 56.21 68.83 56.21 84.32 84.32 27 36 X :83 14.21 32 52 1 /8 X 25 114.92 229.84 114.92 229.84 1 14.92 229.84 1 14.92 .2Z9.84 229.84 344.77 229.84 344.77 344.77 33 52 1 /8 X 37 3/8 59.01 1 18.02 59.01 118.02 59.01 118.02 59.01 - 118.02 1 18,,02 177.03 118.02 177.03 = , 177.03 34 52 1 /8 X 49 5/8 39.25 55.54 39.25 76.45 39.25 78.51 39.25 y' 78.51 78.51 117.76 78.51 117.76 117.76 345 2 1 /8 X 55 1 / 34.02 38.84 34.02 53.45 34.02 57.04 34.02 68.05 -68.05 102.07 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 .- 74.34 141.06 37 52 1 /8 X 83 10.38 10.38 114.29 114.29 15.25 20.53 21.59 50.27 41.06. 61.59 161.59 SERIES 1000 & 1500 FIN VERTICAL ; t INTERNATIONAL, INC... FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES - SHEET 2 OF 2 - -- T=: DESIGN PRESSURE CAPACITIES F I N NOTE: A) NUMBER OF ANCHORS NOTED FOR #8 SCREW 1 FE 2002 ' VERTICAL MULLIONS - SER. 1000 & 1500 FASTENERS REQUIRED AT EACH END. DRAWN BY: J B H APPROVED BY: R)-DFSIGN PRFSSl1RFS GIVEN ARE FOR 1.5 X i �-- DOOR WIDTH /4' MAX. SHIM SPACE - INSTALLATION ANCHOR ��•// SHIM AS RE'Q'D INSTALLATION ANCHOR TWO BY WOOD #8 SCREV #8 SCREW > .; SHEATHING (SEE NOTES) 1-i/8 MIN. BY OTHERS gY OTHERS EMBEDMENT.Two BY .WOOD CAULK BETWEEN BY OTHERS DOOR FLANGE TWO BY WOOD SLIDING GLASS & SHEATHING BY OTHERS DOOR FRAME . JAMB CAULK BETWEEN HOOK STRIP & SHEATHING SLIDING GLASS DOOR HOOK STRIP SHIM AS REO'D. 1/4' MAX. (SEE NOTES) SHIM SPACE INSTALLATION ANCHOR I-1/8" MIN #8 SCREW 1-1/8" MIN. EMBEDMENT EMBEDMENT TEMPERED GLASS STUCCO (TYP.) CAULK BETWEEN OR SIDING _ DOOR FLANGE BY OTHERS & SHEATHING SLIDING GLASS DOOR FRAME 7SHE PERIMETER HEADGCAULK BY S❑THERS PERIMETER SHEATHING CAULK BY BY ❑THERS TEMPERED GLASS TEMPERED OTHERS STUCC❑ (TYPJ IDING GLASS (TYP.) OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR �4 .� � "-±�:i•.I lr i��'�.y.:�-jL.�.-iat °.. .. INTERLOCK DOOR >�r T r;o'�r:. HEIGHT SECTION B—B my -.I- HOOK STRIP DETAIL 1 p_ uDERS �:L,o� NOTES: Y 1) 'DOOR MATERIAL: ALUMINUM ALLOY 6063. " 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT, OF 1-1/8' INT❑ 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 ONBACKOF THIS SHEET, _ 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD 6 JAMBS. 5) ,USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. ; / 6) 'IF EXACT DOOR SIZE, IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT SLIDING GLASS / LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D DOOR FRAME / / 7), FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING. B -B PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN - SILL - - 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300.GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASSINSINGLE-GLAZED OR INSULATING GLASS. p 10) JAMB / SILL CTIRNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. .- - - lll-`.SHIM AS-REQ'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- - - A 13) WHERE 'x-'REPRESENTS MOVING PANEL,AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. " ^ ELEVATION fL �� ^ T 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION EXTERIOR A 1 N SECTIONS 'A -A', =B-B' & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED D EMBEDMENT CONFIGURATIONS. c n 1-1/4' MIN. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 'SERIES AND 500 SERIES. Q � D n REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY CAULKINGUNDER SILL. FLORIDA INT. INC. SANFORD FL. . .-_. OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 :SCREWS SECTION A —A DRAWN BY: BB APPROVED BY: c I 12002 ATE:: 12J17J01 SCALE: NTS DWG #:FLEX0027AlOF ooco orn n.. oonm.nT eppi irATION ENGENEERING- INC.. 250 INTERNATIONAL PKVY.. SUITE 250; HEATHROW. FLORIDA. 32746. 407-805-0365 FAX 407-805-0366 #8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA.JAMB QUANTITIES IN EA. HOOK STRIP DOOR., UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF T❑ 61 PSF T� SIZE AND SIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, X❑ 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 XX, OX, X❑ 60 X 80 6 6 6 8 8 8, 4 4 4 6068 XX, OX; X❑ 72 X 80 8 8 8 8 8 8 4 4 4 8068 XX, OX, X❑ 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, ❑X, XO 60 X 96 6 6 6 10 10 10 5 5 5 6080 XX,, OX, XO72. X 96 8 8 8 10 10 5 5 5 8080 Xx, ❑x, XO 96 X 96 ' 10 10 10 10 10 10 5 5 5 10080 xX ❑X XO 120 X 96 12 12 12 12 12 12 6' 6 6 50100 xx, ❑x, XO 60 X 0 12 6 6 6 12 12 12 6 6 7 60100 XX, ❑X, X❑ 72 X 120 8 8 8 12 12 12 6 7 8 80100 XXI ❑X X❑ 96 X 120 10 10 10 8 8 8 4 4 4 9068 OX❑ 109 1✓8 X 80 12 12 12 4 12068 OXO 145 1/8 X 80 -14, , 14 14 8 8 8 4 4 15068 ❑X0 1.81 1/8 X 80 16: 16 16 8 8 8 4 4 4 5 9080 ❑X❑ 109 1/8 X 96 12 12 12 10 10 10 5 5 5 12080 OX❑ 145 1/8 X .96 14 14 14 10 10 10 5 5 5 15080 ❑X❑ 181 1/8 k- 96 16 16 16 10 10 10 5 5 8 90100 ❑X❑ 109 1/8 X 120 12 12 12 12 12 12 5 7 8 120100 ❑XO 145 1/8- X 120 14 14- 14 12 12 12 5 7 9068 XXX 106 5/8 x 80 12 ' 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 8 8 4 4 4 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 12080 XXX 142 5/2 X 96 14 14 14 10 10 10 .5 5 5 5 15080 XXX 178 5/8 X 96 16 16 16 10 10 10 5 5 90100 XXX 106 5/8 X 120_ 12 12 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 120 14 4 14 12 12 12 6 7 8 10068 ❑XXO 119 5/8 X 80 12 12 12 8 8 - 8 4 4 4 12068 ❑XX❑ 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO 191 5/8 X 80 - 18 18 18 8 8 8 4 4 4 10080 ❑XXO " 11 / X 12 12 12 1 10 1 12080 ❑XX❑ 143 5/8 X 96 14 14 14 10 10 10 5 5 5 16080 OXX❑ 191 5/8 X 96 18 18 18 10 10 -10 5 5 5s 100100 ❑XX❑ 119 5/8 X 120 12 12 12 12 12 12 6 7 8 120100 ❑XX❑ 143 5/8 X 120 14 14 14- 12 12 12 6 7 8 160100 ❑XXO 191 5/8 X 120 18 18 19 12 -12 12 6 7 8 10068 XXXX I1 1/4 X 12 12 12 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 16 16 8 8 8 4 4 4 10080 XXXX 117 1/4 X 96 12 12 12 10. 10 10 5 5 5 12080 XXXx 141- 1/4 X 96 14 14 14 10. 10 10 5 5 5 16080 XXX-X 189 1/4 X 96 16 16 16 10 10 10 5 5 5 �i00100 XXXX 117 1/4 X 120 12 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 5 7 8 160100 XXXX 189 1/4 X 120 16 16 19 12 12 12 5 7 - ANCHOR NOTES '6 ENGINEER: DR N- BB - DATE 12/21/01 1) FOR MASONRY OPENING \J/TW❑ BY WOOD BUCK USE SAME ANCHOR QUANTITIES. DISCIPLINE CIVIL SCALE N.T.S. DWG. ND' FLEX0027 FL. REG.Na:RE E E SHEET: F 47182 P nF ?-- --..._ DESIGN PARAMETERS BASIC WIND SPEED = 90 M.P.N_ (FASTEST MILE) 110 M.P.N. (3 SECOND &UST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTER"L PRESSURE COEFFICIENT 3 0.15 (INCLUDED IN DESIGN WIND LOAD) DESIC,N WIND LOADS - WALLS = +22 ,-,IS PSF - ROOFS +20 , -20 PSF -30 PSF AT OVERHANGS) VANGUARD/ FOX & JACOB ORLANDO DIVISION 9 DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER KTH 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 15 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 COTENANTS GOVERNING THE SITE OF WORK. 4. .ALL TRADES SHALL FURNI5H 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 56"X24" PLANS ARE DRAWN TO 5CALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0". ALL I'lXII PLANS ARE DRAWN TO THE SCALE 115" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS AHICH ARE DRAWN TO 1/16" = 1'-0". ENGINEERED BY: VANGARD & Fox &JtCOBS oMES BY + E N T E R RVIRRICANE ENGINEERING (407) 774-9003 FAX_ (407) 774-8477 P.O_ BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMASS J_ ANDERSON PE/ 47819 SHEET NO. SHEET NAME C Al A2 A1.1 A3 A4 A5 A6 A6.1 Si S2 S2:1 S3 — COVER SHEET — FOUNDATION PLAN & DETAILS, WALL SECTIONS — FOUNDATION DETAILS, CONT. — FLOOR PLANS — EXTERIOR ELEVATIONS — ELECTRICAUHVAC PLAN, INTER. ELEVATIONS, PLUMBING RISER DIAG., ELECTRICAL RISER DIAG. — LINTEL DIAGRAM & TABLES — FLOOR & ROOF TRUSS LAYOUTS NOTE: SHEET A6-A.1— W GABLE DETAILS) —STRAPPING SCHEDULE _ — GENERAL NOTES & DETAILS — CHIMNEY, STAIR, & REPAIR DETAILS STRUCTURAL STAIR DETAIL — OPT. CVD. PORCH DETAILS, OPT. STAIR RAIL DETAILS ri 0 $ 3 X oN� 8a n, 0ucc v s o O`L sheet C Of: a I FIBERGLASS SHINGLES OVER 15" FELT OVER IA&' 068 OR U2" CDX WOOD TRUSSES - STRAPPED AS SHOWN 0714 TRIM LAYOUT R-19 N°.AJL_ -PT. DO OVER D(B CDR Cn4M 2X6 SLIEWASCIA W/ COW. ALUM. VENTED SOFFIT I/2* DRYWALL DBL. 2X8 HEADER FOR 4'-6' MAX. OPENING, DOUBLE DEIL ZX10 HEADER FOR 2X- TOP PLATE 5'-V MAX OPENNG UAO. WINDOW UNIT 2X WOOD STUDS o ki" O.G W/ R-R INSUL. VS" STUCCO ON MTL LATH OVER M-FELT OVER IAA,' OSB, OR IR" CDX 7X BOTTOM PLATE - ON 3/4• T40NLYUIOOD 2X4 CONT. BAND BOARD FLOOR TRUSS STRAPPED AS SHOW ON TRUSS LAYOUT R-I9 MSUL- 1/2" DRYWAL DOUBLE 2X 2X4 BOTTOM PLATE OVER 3/4• T 4 G PLYWOOD — 1/2^ DRYWALL OVER DQ FURRING in" DRYWALL OVER R-5 JNSUL• LINTEL BLOCK WA • 5 BAR 2X P.T, BTM. WINDOW UNIT PRECAST WITH (I) • 5 PLATE W/.Vt^X8• 3 IR" CIONO SLAB WEN 6 FT OR GREATER A.B. 32' O/C W/FIBERMESH OVER PRECAST CONC, SILL 3-1R" CONC. SLAB OVER 6 MIL VAPORWIREIER'ESH OVER BARRIER OVER TREATED, Xl��. MAS. FNISN OVER OVER 6 MIL VAPOR COMPACTED FILL cm BLOCK W/-,DOWELS BARRIER OVER TREATED, cm SHOWN LOCATIONS ON FOUNDATION PLAN COMPACTED FILL C WOOD TRUSSES STRAPPED AS 6410U11 ON TRUSS LAYOUT D(2 PT. OVER D(8 CDR OVER 2X6 SUBFASCIA W/ CONT. ALUM VENTED SOFFIT D13L. 2X9 HEADER FOR r&' MAX OPENING DBL. 2XIO HEADER FOR 5'-9• MAX OPENING. UNO. UANDO„D UNIT 2X - UK70D STUDS • 1610.C. W/ R-II NSUL- 1/0,' STUCCO ON . T1TL. LATH [YvER 6' FELT OVER-l/16• 0605. OR 1/2' CDX -DBL 2X - TOP PLATE — DBL. 2X8 HEADER FOR 4'-6' MAX OPENING, DBL. 2XIO HEADER FOR 5'-S' MAX OPENING UND. — WINDOW UNIT — 2X - WOOD STUDS • I6"O.C. W/ R-11 NSIE_. 5.5 LINTEL FILLED I.V am-m--- N45 CONE. '! GRADE GRADE Z 1 VERTICAL REBAR 3 • 5 BARS, 20" L 20'E FLAN 3 • 5BARS WALL SECTION - FRAME OVER CMU - WALL SECTION - FRAME SINGLE COURSE LINTEL W� TWO STORY WC TWO STORY 34=1-o FIBERGLASS SHINGLES OVER 15. FELT OVER l/I6' 055 WOOD TRUSSES STRAPPED AS SNOILN ON TRUSS LAYOUT P.T. DO OVER IX8 CDR OVER 2X6 SUSFASCIA W/ CONT. *PLATMLES5 ALUM. VENTED SOFFIT DBL. 2X8 HEADER OTHERWISE NOTED ON PLAN WINDOW UNIT 2X WOOD STUDS s 16, O.C. 1/8• STUCCO ON MTL LATH 3\' CONG SLAB W/FIBERMESH OVER 6MIL VAPOR BAP.RIER OVER TREATED COMPACTED FILL CMU r 1 I. .i � CRADE _J 3 1 5 BARS 20� G2 MONOLITHIC SLAB - CMU TWO STORY 3\" GONG SLAB %BERMES" OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL 1 / 5 REBAR CONT. n GRADE �1 THICKENED SLAB NON BEARING CONC. PATIOS OVER 15•FELT 3 1/2- CONC. SLAB /FI wBERMESH _ OVER l/16' OVER 6 MIL VAPOR BARRIER 2X- BOTTOM PLATE OVER TREATED 3/4" 1MG OS.B. COMPACTED FILL NON LOAD BRG. WALL ON � 1 / 5 REBAR CONT. .2X4 CONT. BAND BOARD VARIES 3 1/YCONG SLA AIL FLOOR TR)SS STRAPPED AS w/F18ERMESH SH(711N ON TPoJS9 LAYOUT .• . VAPOR BARRIER < OVER TREATED J C LINTEL BLOCK COMPACTED FILL 3 15 REBAR I/1" DRYWALL W/I • 5 BAR .N -:• OVER W - I CO T. 10` t0" FURRING OVER LINTEL SCREEN INSULATION ^ 6^ 3'h" CONK. SLAB AA DEPRESSED SLAB DEPRESSED SLAB W/ FIBERMESH BEARING O GARAGE Z NON BEARING O GARAGE OVER 6 MD- lu TWO STORY VAPOR BARRIER j If MASO7NRY FINISH OVER TER.MITE- TREATED, WELL I OVER CMU BLOCK 3\- CONC. SLAB W/FlBEI2IAESH 25" COMPACTED FILL 9 II DARBLOCKSJN OVER 6 MIL VAPOR BARRIER MIN' LAP '0 LOCATIONS ON OVER TREATED COMPACTED FILL 1 5 ( .b15 4" A (DELETE w/ DEAV VARIES PATIO FLR At I Pill -4 ----- I------1 ae `PRFf s.6.12 I I I I .ST I 11 THRF., Fla n 1 FOUNDATION SLAB NOTE 3 1/2' COW- SLAB w/FIBERH 5H OVER 6 MIL VAPOR BARRIU ON CLEAN, YELL COHPACTED TE ITE- RESISTANT TREATED FILL OR `RECRUIT 2• SYSTEM (TYP) T —LID 1 _ — -------- — a'DLBN I _ IO"x20' LOAD BRa FTC. f •1 �� I I G CHASE-' I I FOIISN R-R 1 P i � VARIES a I Eti82 1 I. fN. III I f III Ir GAY R4GE fLR A III I II I,I f I 3/4" MCE55 AT GARAGE DOOR ,1O ONE I NO Fri I 1 c. I FOUNDATION FLAN \ - CORNER BAR. .7 MIR LAP 1 W/ STD. HOOK I 5 BAR I go GRADE \ / 5 HORIZ. BAR I. = Z \ F fU TOF1G.FILLED 5 BARB 2010.110.t 5 REBARW� 5 (71/R6EIENGINEERING CHAIR BLOCK ��WALSECTION-O FILLED CELL -TWO STORY P.O.BO 161613o3 rax: (SPPJ GS. FL LTHICKENED SLAB LINTEL BEAM REINFORCING . BOX 761613 ALTAMONTE SPRINGS, 8 32716 WALL - SINGLE LINTEL BB W BEARING WALL CHAIR BLOCK UNDER FRAME LBR THOMAS J. ANDERSON PE/ 47819 TWO STORY FOUNDATION DETAILS & WALL SECTIONS — MONOLITHIC SCALE: 1/4- /'-O- HB MAXIMUM SPACING OF FILLED CELLS UNGROUTEO CELLS THAT CAN RESIST A 100 M.P.H. LOAD DE516N WALL PRE5EDRE T = 22 FSF 1'IAXIMIM ALLOWABLE TENSION 4W.T.. E WITS IS 25 RS.1. - AL.1. 531 TABLE 1 SECTION PROPERTIES 8' PARTIALLY WALL = 95.43- (MASONARY ST.Q M = Wl /Q 5 = W-L"LX12/ 8)(TI0.4 T. USE 8'-0' HORIZ SPACING - 9'-FS = 131 USE 6'-0' FOR1Z. SPACING - 10 i USE 6'-0' HORIZ. SPACIta6 - 12' AQO LINTEL W/ N 5 CONT. IS). II EM THIS ;�� f HAS� �O D �1RHIENTSS II V/ ~ Z U �ZZO -3-_ZO ``LU^ O CZ p Q CEZQ OO LL 3 S�6j 1 t2n (D a+ ga e g�nF rb,l bY- nl Craton bY- dnm design tlterlmd 6Y aww date: 01-22-01 sheet Al of_ ANCHORAGE TAPcoN RIOC►c TO FxT- FRAME SHEAR STRENGTH X CONNECTION (TYP. SPACING) SHEAR STRENGTH TAPCON: 3/1s" ®12' O ANCHOR CDIA. ANCHOR EMBEDMENT LIGHTWEIGHT HOLLOW BLOCK EXP. BOLT: 1/2" ® 48" 0. 3/16" . 1/4 1-1/2" 1-1 2' 846 LBS. 1075 LBS. J—BOLT: 1/2" 48" O.C)K TEST REPORT # 150-20068/ PROFESSIONAL SERVICE INDUSTRIES, 1 NC. SEE MFG. SPECS. FOR BIT SIZES & TECHNICAL INFORMATION - , 1 EXPANSION BOLTS: RAWLS PRODUCT LOCATION EMBED DIA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR RAWL—BOLT GROUTED MASONRY 2 5 12" / " 1.5" 761 LBS. 1765 LBS. RAWL—BOLT CONCRETE 3" 1/2" 2.5" 1831 LBS. 2537 LBS. DETAIL DENOTES PIPE PASSING THROUGH STEM WALL DETAIL DENOTES PIPE SLEEVE SHALL BE PASSING THROUGH FOOTING GROUTED SOLI PIPE SIZES LARGER THAN AROUND PIPE PIPE PASSING THROUGH SLEEVE SHALL BE SLEEVE 2 SIZES LAI?�SER THAN PIPE PA551NG THROUGH THICKENED SLAB UNDER i SEE FOUNDATION PLAN , FOR REBAR GOUANTItY ,Y ' "5 REBAR WITHIN FOOTING CONCRETE. FOOTER W/ 25", MIN. SPLICE OVERLAP (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL ss §o14 a <s g� LL Q ~ C n b 10 � S E 9 x C ! � Z A�� m o t� �. ul0 m. O RLL H z 0 J_ Q 1-- W 0 z 0 Q 0 z D 0 LL �s O J ��m o o sill Iff ts flit of W.W. A R 2 2004 b,&.. dst. sheet Al.1 Of: SH-25 SH-25 (+22/ -24) (+22/ -24) y3! EGRESS EGRESS W.I.G. Ir �q5 r rc II 'F it KRAT U& ' CARPEt m BEDRM'2� II VRAT CV. .I ' ._ CAiZPET RR i1 _ CARET RR - 8• _ ` 5 _ — MF: ry 5 fln2• - 2. CPT. vmryAAV m 2x• " X' bmeo & 7666 I 1 WETWALL S N -- i. \Jr 1 'ji I teio wra. Fr�v I-R � S BAT 1^ a l L F FLAT F` • BATH°2 -- v,rrl a V RAT Cif. 7660 766• Y➢1rL OPT. v 4'-5 I2" -O' TUB ' TO OUT WALL 4' TO S'-D' FOR I — II'-11 1/2 TUB DRAM LIE L E. -r 4R,5 aEn2X6 aG760 NOTE: AIR HANDLER TO HAVE b_.0 C9� _cv D_c'_ MIN. OF 4" CLEARANCE ON _ 3 ALL SIDES AND ENCLOSURE SPACE 514ALL BE MIN. 12" !4+ v WIDER THAN APPLIANCE CLOSET t DOOR w/ OPT. BED;ZOOM " MASTER BEDRM CxANEOM S"FLAT CLA S CAPLPET FLR I5'-3 4.4 IW 2X4 EGRESS MD. Ca. SH-25 L E DEL- 25 (+22/ -24) Ix6 w.caL SH-25 SH-25 EGRESS Lj ', 4` PARTIAL FROM ELEVATION 'B' r MASTER BEDROOM PARTIAL FRONT ELEVATION 'B" „ ENTRYWAY WDW. SEAT (7) 7" STP IOR,A DBL-25 VI" OSB RRCH PLATE (+21/ -23) 71,AG11,AACV SEAT _ 3040 F1 (ELEV. B ONLY) (+22/ -29) u n SCALE • 14•• P-0" 2nd FLOOR PLAN 5GALE = 'i4'= P-0' NOTE: Rp /CAI l /� E EXTERIOR WALLS WERE VERIFIED E N G I N E E R I N G ALL STRJCTURAL WOOD HEADERS P.O.e= 1616coos r*(T (SPR WS.n.P. 7 5UfFIGIENT FOR 5NEAR LOADS To eE DOUBLE 2- x I0' tNLESS eox ,•+•Is ALPRS NTe sPw,cs. P. m,a _ NOTED OTHERWISE ^ A K+ + PE/ a•,• NOTE: ALL INTERIOR WALLS TO BE 3 1R' UNLESS OT14EFWSE NOTED. SSE NOTE.LEGEND FOUNDATION PLAN FOR NOTE: ELEVATION 'A' %4OUK FILLED CELL LOCATION. 8'-0' AFF. BRCa WALL i - SI I-23 (+22/ -24) r--------- -----� OPT X� 0 CONC. PATI 1 1 41a'-0' I I 1 I tTn 6'8X6'0 rwlr on, I II (+22/ 24) 1 (+22/--5 241 ❑ :LETS W/ .MORON -� - - - ®6-0 X Er-2 r- ------- o o ' , I - ' KITCHEN NOOK _ O I rdY 6vwn RR VWL FAN ILY RM � e' RAT [ifi 1 I 1 CARPET FIR v@R- 1 SHELVP7G -FORS-1- _-__ L 1 i 1 . VIAM`I-- MIT '� LPL Till_ � 1EARTN (KF ELEV THB yffn ' 7��7ry 7868 I 1 it IIT I 11 LAUNDRY 's =11 n BRa WALL rRAT CIC i iI 11 / {I: Tr VNTL flR I I II b . II YY T. by gg BRG WALL i-Olb -M OPQW'Li CHASE FOR, DINING RM A!C LW C FLAT Cif 1 _ CAWET FIR I _ 11 3' 2 T-1 In 2-CAR GARAGE 1I fI WFLAT aA m 1+ - - CCTC RR LT 12" HIGH STOP aw L-. ;WALL F--- --- --------------------------------- = - �_ I 1 LIVING RM W RAT CLG. 1 I CAPPET rLR i I i IB' X l' O.H.D. (+19/ -2-9) ANEL PFECA5T , LN1EL V N 5 nT. r _ DBL-25 021/ -28) i HEIGHT: 9'-4" LENC HT: 11'-8' RISERS: 15 @ l 1/2" EACH TREADS: 14 0 10' EP.CH Ist FLOOR, ELAN SCALE = 1j4'= 1'-0' /MANTEL 14'X14' TILE tQAME RM. a �• � /I• � 'iTsl�%SCR'.: ENT- �q - -- 0 '— — ..... . FOR ADDITIONAL C,0N5TFZIXTt0N INFORMAT10H 50. FT. CALCULATIONS Ist FLOOR IM2 III 2nd FLOOR 1441 111 TOTAL LIVING AREA 2509 111 LANAI 0 * ENTRY 15 1p OTHER III APR 2 2 2094 TOTAL AREA UNDER ROOF 951 111 TOTAL AREA Li N O k O as V_ ss 4 tn� v [[ C) N € fill m d121It 1 br.M ,1rJ.R try IRl,nr d,ecb,a 1>)r. 0..1M sheen A2 Of: V-4s4' Znd FM TiR V-0 TRW REARM. FMISH FLOOR MENNEN INNSIMM-1— "m son son one Sonoma on FMISH GRADE " SIIDEL V: SGACE= ya°= I'-0e 14 ALL FRONT ELEVATION -6- 5CAU: vr.r-d' - _ ROOF F'nCH 5 TR155 BEARING---____-� t�sa BEARNG ___—_-- ita155 BEARING --ggee--_-_---- H115H FLOOR .,,:. �... n'-v4• TRUSS eEARING TFUS6BEARPY= 0'-41 F4USH FLOOR REAR —ELEVATION _ SCALE = 4a'= P-0' eo � W a� (o o a • TOP OF CHR'. TO M AT LEAST 3 I..E AGW;% FM Mr:W n PASSES nft ROOF AND AT LEAST Y WGHER UM c PAR! OF TFE ROCf OR BIALDMG KU M IV HORIZOMALLY- � E X c mm. o�A C O -SCORED STUCCO 1 I � I --------- ------------L--------- - ------------- --- -- F—A ui OPT MBATH WNDOW -------- ------------------------------ -- TEXNRED FPIISH J SCALE = i'/a'= 1'-0' ag Q i� _� C) yy N 8 deat ..d. byN d�.bY-dr design dodod by. aww Sheet 4R 2 2004 A3_B of: CELW. FAN FRawwortj 'i CE66 FAN PR MM(OMJ `�• ' IEi I \ i CPM 1 AXb LK,µT STRIP O:OPT. VANI[Y P- --------------------__ I \ 15 1 Aq_I Carl i 1 e 15 GA /-- U rPn \ \qp �- 3 ` \ -TO DO"TARS —_— --- ® ------------- T 3 235 L05ET 4 DOOR �/ �cELaG FAN rsroJ OPT. DEDROOM•p TV CEILRI.'a FAH (SM) KITCHEN A SCALE- 2nd ELECTRICAL SCALE = 1/4" = 1'-0" Al KITCHEN B KITCHEN C SCALE- Ih'=I'-0' 5CALE- BATH D BATH E POWDER W F SCALE_ 4� =T-0' SCALE- 14'=F-O" SCALE- INTERIOR ELEVATIONS eV4•=I'-O' SO ELECTRICAL LEGEND 4 DUPLEX I;sa ® D04AU57 NN —19 230 VOLT REC. ® WmE TOR .aqp HATER PROOF: REG. SnOKE DETECTOR MALL HdM2 -9 GROM FAULT REC FT/OTE IELEVI I N % WITCHED REC, O ANCMIR BOX '9 r l DI6000ECt H FLUORESCENT RUC Q FLOOR OUTLET I.B.. MACK LIGNTHG SWRCN �f 4' 3 WAT SWCH J(� 0.0OD LGNT 4 MAY SWQ4 -� WAID. CEILNG FIX -0^POMER WMON -RECESSED LKITT -0^ DOOR BELL /� -RECESSED LIGIff(VAPOR PROOF) �// 6}LCEt-�'FAN PFEWRE 2' V.TR 1 • 6'8X6' LONG. W PAt I � ( POOL DE Jo D —7d 1 ' 1 A D15P. DN I A 12 x 12 165 ran14 12x0 n ' i 1 1. 1 \ 1t i \ GFl WPKA � rJ F20 i1 n i j i1 i 11 1 tl �n ' �I i !i i , ® '_ b r¢I WATER µ°ATER uH DISCOF4IECT - 'i A CHASE FOR r- I I TO WSTAIRS A/C LII IOXIO - II B b' r-1 1=' ! 1i �— LJG : 1 I RECESSED LKd{T I ' I 1 \ GOO. � roXio _ r -T 100 Z J EFn �}Y CEILRY.+ FAN FREWf�(OPTJ -' LAV IVY I V!' VTR NG ; CQ7B. WA' I V2 ;• TUB 2' 3' 2' 3• 1' W2t LAV I I/Y 3- 2' 3' W.0 3' 3- 4' �� rT 2509 PLUMBihIG. RISER ""'.VTR V!' 4V LA- 3' Y TIB 210 SER CABLE !� ars Bro9 - w rsm a mo DRYEF IV13 W3 PATgL SHALL AT'F'. RR W3 ,. Lrl4TNG GR 14/24 W3 -4 BARE CIO. OPT. COACIILIGHT OPT, COAC{$KaHT 15t ELECTRICAL 5CALE = 1/4' = I'-0" W �NM • iy • W O = O n m W m o ® 'T E Q x c Dm o c:, N = mm W■0� O v v �... - u 0 L O aLL :019JECi vJ Ei Q Q CL Q QU)w = U) y d QQr(� UN� U Z c �V� J 'J d W W Sa� s s N �sr�Ri�An� . ENGINEERING 'wn V y desip^ed bY- N alea�e o,- aww Rat.: 01-22-01 Sheet TO FM TRANS - A4 a, GROLM ROD r1250q ELECTRICAL R15ER VIAGA50 A 4 ARE SERVICE Of LOAD TABLE MODEL: 50cJ WANT TY ICLN)XTOR LOAD 21 PWE 40A 2(P a loom 1 1 DRYER 30A2A' 10 5b00 1 DE44 AS ER 20A I'P a 1)00 1 REFRIGERATOR 20A UP 12 540 I I DISPOSAL 20A W R 540 1 1 - IIIAS1ER - 20A VP 12 ISM 2_. _ _ 2 SIAL APPLI4NCE - 20AMP a 3000. b ' b GRMAL MUM 6A I/P G.4R/Y� DOOR OPETiFR 6A UP µ 600 I b PADDLE FA16 (Ib) µ 500 SUB -TOTAL MATT$) 30,400 I IL 100W WATTS AT I00A 100M WATTS FeWHI)ER 40% Spm MATT5 A.C. 30M WATT5 TOTAL 30M WATTS TOTAL LOAD A'" WO AMPS SERVICE SRB 60 A" " NOTES: G R E T E SAFE Lo A � TABLES 8„ PRECAST & PRESTRESSED u-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS _CAST.- GRAVITY «.*. UPLIFT MATERIALS FOR GRAVITY; UPLIFT &LATERAL LOADS LEW. aF W6-4T aFU-4T a�{T 1A18 sFs s _ : ,- . .. I. ft prerffit lintels = EISM psi. rPe,wi Int21s = p51. - -. - - Ft 6000 » » fmE Lam' H - eFa-is ef42-® 31Fia 44-8 aF6-m 15MR lsai - 2'-10'(34) PRECAST zQi - �B�a 41or 5� REA ,au- 9a$ 8851 202E 2021 U. 2 21ZI- 7184 3981 5190 EAM _Fm 9[D4 10472 1193a 2. 3;-FtyloDr.=�nooPSlWill n..tl3ra•�eQ7te. = 8 PRECAST W/ 2 RECESS DOOR U-LINTELS_ 2'-1oY34")MAST z� _,,� 5� -15M 9m4 'els 1� 0936 (42•J-PRECAST 25s 2ze9 - 4a, �9 5m4 ,0a 1251 1251 $ R vi 4..COnCrete-mosQTy units JLW per ASTML9O-W/ - - .- � 3'-6• f4z•) PRECAST �z30 MIS 3arn 4E01 5oa e53o 994a 3' 5' zms GIs 5 41z5 �11. UWA '03� mnnaxil mt-ce2o.PoligressNe-stf'�7gtti = 1900 psi. : �Itetr ... : .. GRAVITY - amG 4a-a U35A MM 9004 04� R935- 4'-0' (48'} PRECAST I8-le 198'9 �3z 36e0 4532 533, 5za5-- 938 93a 5 Rear pi-Ved n pF�t lartel Per ASTM A61$ EPW. Fleld I ebol pt3 ASTM A615 GR40 17r GRE,O. T TYPE. e1a6 ® 4'-0' (48) PRECAST 2O 23M 2546 24% 44-8 3%,' eo3i 4438 l525 s40 900;T 5m4 119: .'��B 0936 I8,8 1925 Z-m� `3� 4422 52r .6r0 155o 1Ti2 ao,. ;3zsl 4om 4-63 5s25 - Ft2stress strrnd ASThI A416 6.. - - .. - 1991 3053 -. 2982 3954 '4929 5904 .. Gam: 4'-6" i54'1 PRECAST 1651 - 3403 `68i 4W9 48% <5544 4'-6' (54`) .PRECAST: 1Gga' nbs- 243 '2- 3915 S. l2l l2l 2l0 �V re ion. .. - - 2M wee pl= . ASTM'ASIO. ' . _:. .. 4'-4 (52) MAST 1489 182, 342 49aZ 6,412 1941 94 mew , m - 23n 9004 041Z 9Ffa9 5'-4' (64) PRECAST . 1393• 484 r4e4 .21m : 2,41 3315 4Dm . AMC 46a8 SOS' 505 X 2B2fi' , 333 3a46 1. :8 Hotted" pPJ' ASTM CZIO type M or 5. - _ 4'-6' (54') PRECAST 051 W44 �:; ZI82 34R -Z114 4983 3Ffl0 G411 _4481 ,19.t1 5315 94ra 6264 08je 5'-4- (64) PRECAST _ - U84 _ 1Fi65 �2Ba9 m51= G096 `59ED� 6424 -145fl. - 5•-10•(m•) PRECAST 1212• L951 1937 29]5 ._ 3084 3665 4424, 418. 418 A!p - . -r :GENERAL NOTES - 832. .34U I550 rose -�2s65 3015 3585 5'-10'(10) PRECAST 9l2 moo :.Io519 w,a . 1899 2304 2721 s2eD =Irn 6122 1772 735 1815 244t 3010 :3�7 4151 3812 !� _ - - 1. F full ltortor head Land tQd Jalht5. : _ 5'-8" (68)':f?RECP5T des ice' 2152 4Ln4 54,2 -: G516 5fi14 5631 - K59 R55 24G4 :z0i 4Na 3S3'i 5458 214G 443'1; 3358 39T 45M .. 6'-6' (18) PRECAST f14u• lat0 02 rI33 iG84 :z25D z'G9 ,zl® 3290 3216 3'ffi �� �1 C ao O ry v ShaCE felted IIIrtEIs-.OS required. - ..- - 5•-10• b) PRECAST - -M TR. 600 ta49 1924 :2400 �76 3352. 64II:'r U' 15' (78) PRECAST 93l 1255 ' '.210. 3376.. 52G0 1134 acts :fi690 1141 99`i• 9R - H'6 :2R2 ::: F114 7354 +Z791 32417-vj - M o . .: ,2,:. '.IOSt1711c1t1�7. pf.lntel.MYt I Wlth the architectural .. .. ,3.,.,... ... __.._- .. a l:py .... .:.: . -.:.. tinngs. .. ; ..-. �.. a03i- 90,.: :a19 (fill, 3att -- 6a,z .. 256. -;.Fi515, ,3213, 5450 38,Z .. 4522:: - - ,: :: .::::Vs 1-6.-. /90}PRgAS r l61 2385 .2W. I9,4 _ '2439. 29aG.: "5GL3:. l'-6- 10)_f'RECAST IOF 14C£a^ :riot` :� 2197^ ^3245 1: sttllctuiml[ .:.:..: ::...:.: .:, ::. _.: .... ., .:: ... 6,'8 (8D) PRECAST. - 822 ::. z . , ,.. _. ..:::_ + 41EI1:.6'Ht] 61T7 _.-_. 6101 - - - - , ;: . 029 "' 3s39: 5596 :- ' 5041 :_.... ,,....-. 9'-4' (112) PRECAST.`. e01!'562 !H0; -18a9 ;Isfl Id52 ;.-._ 454' 630 {1,p .. .- I -:ate matlufl>ettaal Wlth`5-I/Z:.: fotlihes: ai theetds 4 .LmtEs ,...e ... .:. .. -:.. :.-� .: f6T1-... .:2933 -2252 .. �. ::. ?.: ..,:-. 632 -:0rt; I4Ffl-' urto :1482 .. ,n5a atZ•1 Sot :'I55 .Iwz -155D 14iOr � Zzu 2G34 .- .. .... 't0 lacrrn+irrlote Vert1cal: EEl,l:renFlxc andqr , o`ut a"1g. '.: . r}'�--,F- QI , '.. . l.-6 190 J PRECAST 16T-.::. _ rM - 2329 - FL98 3i09-.' _ 245r S492 2944 a624 3431. �5132. 9 -4 (112 ). PRECAST . - Sl3 '168 .:;Izlz Iri18:' 2544 3}59 4030 --3Z1 - PRECAST:-_ -1 446 'H3. :'1021 126f; 11m '1'Bf �6.. 493 �1 _ 55.-AI Wit'ets Reet Or exceed L/36L1 Vert deffe�tmn, P_KEEpt JII1te15 ,G4: 13T1 ' 'IBM - • 482 "a02 1125.:: 9M 1122 82a "ISM -10'-6'(126•) .. ll6 � :61t 1034 -EmEn rill::- .2®4 2359 p �. .. Il'-4' and Icy c1er with -a lvriunl height of 8" ttlEet or exceed L/180. - -. 9'-6" PIE PRECAST 311 4m:: 63a rz53 �., 134z 1614.. 10'-6Yt26) PRECAST 456 �..,. m� �: 2 Zola 3130 24aa � �.. -.439 696 a" 104 e09 7515 _. O IL u . 6 Bottom field reb a"tit be located at the bottom 535' 926 1491 0-H 2618- 3595 .. _ ' - 598 Y35 0128 - IM4 -:235 r1co 3775 - ll -4. 0315) PRECAST 535 905 :12'S 1im -13V 363 556 :_ ... of the Intl=1 CtlVlt . - -viz` d ,11,et� W e'Str ,�5 are Weld to the bOttOln steel Far .st » 8 PRECAST W/ » 2 RECESS - DOOR U-LINTELS II'-4'-(1369 PRECAST 445 998 545 935 a64 13a5 1254 IB54 rag 24M m94 31.4:. 15-0 4t344 065 12'-0"(144)'PR�AST` r�ar .� G� a� ,ail 930 1�G t3,Z a796 340 494 C 3 819 �. 1514. rA9 . - - . . the-921 d11ca1 arletlorr 12'-0TI44) PRECAST 414 555 "854 Q54 IE19 2111 2832 3s90 500• 940 - 340 532 am ' 6ffi 841. 991 1153 ' 8. Cast-t1-place comi'ete: troy the provided n composite Intel n lieu R@� UPLIFT LATERAL an T25 025 83 r.M Iz24 1418 13'-4'(I60) PRECAST 4139 4 302 : 398 ...: of clxcmte-1rltlsotr`1 units.. - - - _ 13'-4'n6o) PRECAST 362 ,,as .. 48 l0% H39 1865 Bt3. 2920 _ - 4 ;TIB !A V' Safe load ratings based on rational design analysis per - 9..:-124 TYPE amm ers94 n env filze6 �1 648 919 1190 HG2 09, 'IZ60 14'-O'(I68•,i PRECAST 548 ' 318 B29 - 922 U54 MI -.1816 286 360 - W _ AC1 318 and ACT..S� lE!!<TH } 14'-0%lE.B) PRECAST 338 4ss im io03: 13� file gig 2fifi5 243 -m2 - s+1 a5, 990 - - - T ,. - SAFE TABLE NOTES - : 124a Ism 2,rj -3Z60 4uz:.' 496, sans - ,. `� NR : NR lax.. NR M tat. I tax 14'-e(l 1 5rnr5cE P ._ sB It% NR- ... 35l /��� . - --'LOAD All values t7 .ai lnnsnuin 4- tearing. ExceFttlon: Safe-�fi'' far unfilled (52) PRECAST 1244 L519 2399 3'0 --.3121 400B -48M -4,56 96% ta'a• Ate) N:R. 465 -.-65 Eno 2045 2f510 3M 3M5 .. 15•-a•(184') Pp 228 :218 430 553 6 eal -. 925 NR, 321 ..:W lintels nilst the rg i bj 20,% 1f ttearng length IS less than 6-1/2". - .(54) PRECAST I192 I501 29x 393T SST1 .� B9 IS'-4' DB4) ` NR tm NR l+R: lax .laz lax- lax - 228 -2M 5U, miz 1516 Safe IaadS-for all recessed.Intels tta5ed IT 8• t1C971na1 tPCC97g 1192 Ia55 z240 3t$ 3P9'I- 4643 5453 4325, - - .. Oat G9s a50 I855 231. 2NR 340 -Il'-4• (2oB')PREs 186 2- 361 6 454 b '13Bq NR Z55 . 2. N.R.=.t`lat Rated. 3. Safe IaadS are tonal sUF1 miposed Allowable IOad on the 5er-tan specified. )FAST 924• 924 IF1? 1132 - n95 114E 24H SSl 3055: rile 3�'i '35CB - 4230 501 501 n'-4' f2O8)PRE`1RESSE NR NR 30:: fax � iR q� NR 14M W. EM NR 2200 lax ,2600 -W'-d•f2.3z')PRrS Im I65 . - 2l6 ,aJ, 449 : 313 64H : 401 6,4 Eno 490 111 a21 Sl8 989 -'66, N.R. 204 . . - 4. Safe holds tx,,ed ❑n. grade 40 or grade 60 field. E!bn . . (l0) PRECAST 8%•.. 896 IF38 1099.. i142 ry90 -852 -22aa 2965 2911 9591 ' 3491 4196 4106 %9 19'-4' (232ry PREs N.R. NR - -lax 4m NR "150 NR 1090 NR 1400 NR n20 IR , 20:30 145 :239 31 Sm 356 i9 4E5 9 2 5R : CFO .Q �. S..Addltlornl lateral laad.rcpmlty cm tie obtained toy tl� de9��'�r toy "Z742 240 -rR - 21'-4'(256')PRES 142 Zra N.R. 112 oddia I reinforced 000ve-the ast mfel, providing 117asOtty prat (80')PRECAST T78 eaz ISB 2573. 307 3642 ' a%ra. 830 IIW 21'-4"f156)PRE NR NR : - NR tax- NR NR --r190 rrx 142 212 21: 417 63i 801 -993 999 O . . + 6. 0re l rebar may the 5iti5tltuted far two #5 r'etS rs n 8' lintels only. 718 6m 956. 69l F46B 7325- nn lam 251t9-. 72fiO m3' 219 37I1 183 mo - 'lax Gm 94a 'NR 1340 -oat eaz 21m oat - 22'-oT2Ga91'RESrREs 140. Im 269' 2E8 . 343 418. 493 568-. N.R. 161 1. The des Ma evaluate LonCgltrated loods frrxn the safe load tables 11gr13 y M) PRECAST 689 ea9 m2 rwz 2zzs z69a 3 s .ma lm 9M 22'-O-M4')1#5TR N.R. Wx.. .rat- 870 RY] W-En 190 131 ms 32z a5l 350 441 56 - ` by oalrulatng the moxinnui l resisting moment and shear at d-Lowey frdm the - �. +M 808 ;#S 14B' n04 - NR NR I sm Nx' NR ' NR NR Nx 24'-0(288")PRESTR 12-1 I65 244 32 4aa s a33 N.R. 135 face of Support. - (ilfi') PRECAST �. 521 IOO9 13i9 :. 1128 2088' 2450 Sn - 614 za•-a•(z687PRPSTR NR 130 -240 4W l20 m3] 1350 �00 .:. 124 186 290 8. Fur conipo51te- lintel hei pts riot sl"own,. use safe.lood From text lower height. - 'RE6AR REL]LICE VALUE HY Z596-FOR 6RAI7E 4O FIELI],.IZEBA2 I- 9. All safe Ia[ct5 n units OF pounds �r (near Foot. *fdED[LE VALUE -BY 15% FOR GRADE 40 FIELD ALLIED LINTEL TABLE S J NOTES: MATERIALS $ INSTALLATION - - - - -. A. rebcx n precast Intel 6R60 per ASTM A615 2. rebar- in pouredbe GR4[l:per ASTM,A6I5 -400 ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE' "U" LINTELS FF ' - - - - - - - 3. ft for precast Intels psr 4.ft for held [ancrete =3000 1 Ps - LINTEL NO. LENGTH - 6"XS" UNFILLED 8"X8" FILLED. 8"X12"' FILLED 8"X78" FILLED 8"X20" - 8"X24" FILLED FILLED 8`X28" FILLED -8"X32" FILLED - , - 5. r_orkmte. mostsry units per. A5TM C-90 - - y - - - bitter per ASTM F-210 tpe M or 5' A-i 2'111' 6549 6251 ' 10125 t2LII70 pocio 121100 120110 12000 ;1E - G. mleulotons try: Rrcherd 6: Newin n. P.E.. Riddle-Newnim Engineering Inc. A-Z. 3S' - 3838. 3858 5731 - 8552 :: 11440 12000 12000 12000 ! 3 # . - - - 1. shore all compbslte lintels 4• OCC. - A_3- 473-. "- 2081 1914 336'1 4616 6186 1269 8fiO1 .9924 - 3i $ - - - - - 8. all caopmite beams calculated Kith MS n top of becvn - 9. lobds based on nornTal 8• bM ng, A-4 5'10' 1128, - 1080 1810 2483 - 3336 - 3913 ,4631 5350 s a;• . - safe (4' mnanm) A_5 l5' 9O2 1056 i844 254Z 3294 4029 4190 5522 CD s - - - 10. 011 land, shown n pounds, per Imear-foot A-6 - 9V 656 636 1112 1534: 1994 24M 2902 334E, U) N - - - 11. for f"�4Iqthen not listed use next longer length for Safe load -. A-1 IOFa' 4B9 483 841 `1125 In0 1522 1851 .2211 25-56 _ - - - FIELD REBAR A-8 11'4' 502 612 ISM 2002 2455 : 2931 3389 W. / 'S GR 40 A-9 I2'e" 421 488 900- 1958 - 2360 2024 - 21ZI 2341 0 419 ll4 1592 A-IO 154' 393- pCJ'1AL A-ii 14p` 342 313 690 31224IM4- 1510 em 1524 2091A-12 - .1819 14'8' 308 334 618 1352 A-13 1-14' 2l2 285. 436.9a6 '- 1188 1698 13iOFILL 1980 496 1408.. - Q FIELD REBAR A14 A-15 19'4' 20'0• 250 225 395 365 413 1 -04 1 1052 1300 . ISIO 1831 _ $$$ I Q 15 GR 40 ALLIED UPUFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH - a .UNFILLED, : FILLED 8"x12' FILLED 8"xla" . FILLED 8-x20" FILLED 8•x24• : FILLED 8'X28- FILLED 8"xa2" Fil I LATERAL LOAD 8X8-.. FILLED ' A-1 - 2'10' -: - 3096 360: 9194 10000 ,10000 ICIOOO ' IO1300 IOOOO 4408- A-2 3'6• -' 1835 -i 1816 - ` 544s I t0000 -:' 10000 10000 IOOUO IMM 2592. .. A-3 45' -- tOt8-.-. 1051:'. 4224 -5900 82E13 944010g00 IO0C10 - 14I5 A-4 5'10' . 515 fiO3 2380 3319 4300 5303 6166 18ti8 TTI - A-5 1V 34-9 .Em 1421- -`1918 ,-251; .-3514 '3667 - 4EM "661 A-6 9.4' 228 252 934 1296 IE65 2059 2542 294 423 A--1 TIE" 185 209' 156 tO49 B41 1662- 2025 . -1 E�29. : A-8 11'4" 303 933 E52 9n II70 14-92 i151 2#8 P 51 A-9 1218' 24-1 - 7A7 615 - _W - 991 1232 1 1 A-10 13'4' 253 - 253 510 -03 892 1109 - 1 3 A-11 14U- 225 324 4-6 .652 824 1028 1 A-12 14'8' 191 218 442 609 IER - 955 - 11 A-13 . : n,4• - 145 253 351-. 483 605 -755 842-- _ A-14- 19'4' 184 2t4- 308. 4211 525 - 651 115Wr213A-15 200' 11 2203 29E. 405. 504 fi30 680 M8 Sheet- A5:1 Ofi nr4n N MTTZAB ®BOTTOM EPDXIED TO BOND BEAM W/ 5/8• DIA TW2EADED ROD W/ 6' MINIMUM EMBEDMENT ROOF TRUSS LAYOUT 'B' N.T.S. 1/I6' 0.6.5. % EA114w. 2X4 WD. STUDS • W O'C. 2X4 BOTTOM PLATE 3/4• PLYWOOD .2X4 BAND BOARD s 24�OL. TgJBS TFaM PER TRUSS AN -U BLOCK W! I - 5 BAR 2BTRAP T� � EVERY 3Td WII COM *x FLOOR TRUSS TO 2nd FLOOR STUD - F BLOCK TO 2ND. STORY STRAPPING =J1 _J3 =J5 PLATE17-4-12 PLATE FLOOR TRUSS LAYOUT 'A' 8c 'B' NOTE: SEE TRUSS MFG.'S ENGINEERING AND N.T.S. LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS ROOF TRU58 ANCHORAGE - OE, 1) USE (1) TYPE 'C' (OR MiERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM GONJEGTION UNLESSNOTED O'TM✓£Ia019E. (UNDJ , - 1 Z 2) USE (V TYPE •A' (OR-MTERCNANGABLE TIE) FOR TidJ$$ TO BLOCK 5(- WALL CCIlMCTICH (UND-) 3) USE, ENUMS-N (OR NIERCHANGEABLE TIE FOR ALL JOIST 944 ER - 4) U$E (OT-1 d osI0T') J31 x 3 V4• PASELODE CAN NAIL TO FASTEN JACK 0-4-1 - T0 HIP GIRDER (T4B) 5) GABLE TRUSSES( REQUIRE (I) TYPE •A• OR N TYPE 'C• STRAP AT 4S' O/C EROM'CENtEj2 OF, TRUSS � 6) ALL STUDS BELOW GIRDER TRUSSER SHALL BE -EITHER COMECTED a! 30MPSCM 9P4 STRAPS TOP MID B01'tOM 04 ADDtiION TO OTHER .. /iF /4',il STRAPPM ON PLANS SIMILARLY, 4X4 POSTS REQURE (2)-SP4's ON !� •■�\ lls EACi4 END..4N* POSTS- REQUIRE (3)-SP4'. ON EACH MV. ENGINEERING ' 1) BOTTOM HALF.OF MTSV. TRUSS STRAPS -A"L BE EITHER NEATLY WRAPPED UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO � (407) n4-9= a X- (e07) TN-!!n VER �ICAL SnO OR POST DEPENOWG ON AL1GN'tENT OF GIRDER AND - 1 2 3.5�� r.a eox i MAS3 uw�oNrE srw+�s.j�.� pie TNOWS J. urocR50N.Pf:/ NEij \ SEE POST STRAPPRNCs ON 1st AND 2nd fLR: PLANS FNKjMATIC. EQUIVALENT MAY Be SUBSTITUTED FOR NAND NAIL DE5163HATIONS• ••en V.�a BASED ON ?NATIONAL DEEM SPECFICATIONS FOR WOOD CONSTRUCTION FROM TABLE SO,- - NAILS AND 8P1Q-:s - LATERAL LOAD DESIGN VALUES NAIL SHEAR VALUE (bJ 8d W3. and 125. Wd 14Y HELD BACK 1" 6T 8w 2 J Z) w �LL:o Om � � 0 O0w OJ u_ m Q Q) W a 0 S O N nwhgn- e�ex. - awoer_ =drawn br: drt,w:slgn u bi' aw chic 01-22-01 Sheet AV V of: STRAFFIN& 5CHEZ;�ULF- Y■ o�+ 8 � �s cc z O A O'er W C W O a ti I w v I PRODUCT CODE DESCRIPTION COMPLIANCE LISTING FASTENERS DESIGN LOADS (LBS.) UPLIFT MAX. DFL/5YP SPF A META18 CONCRETE STRAP SBCCI 9603 (1)ply 14-10dx1.5", 2 I 10-16d — 1500 1495 B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWIST TIE NER 413 14— 00d 3116 1000 860 D LSTA30 STRAP TIE NER 413, 443 22—.10d — 1670 1670 E HUS2'6 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6— 16d 10000 1550 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 11080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 AT 3 40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d, 2 ATR 34"0 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 ATR 3 4" 0 x 8" 6050 3145 2260 0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 Q SP4 TOP PLAT ANCHORS 4X NER 432,443;499 6-10d x 1.5" 2917 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6—.10d x 1.5" 2917 735 530 X HGT-2 HEAVY GIRDER TIE DOWN NER 432 8-10d & 3 4" 0 or LBP 5 8"0 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3--16d & 3-16d 3100 980 700 BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d & 3-16d 3100 1980 700 GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 11450 1245 II 9D2A. HOLDOWN TO 3" WOOD NER 393,469 2 5 8" 12150 2775 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393,469 1 I 14-10dx1.5", (2)ply 14-10d — 1735 1495 LL HHETA20 CONCRETE STRAP NER 393,469 (1)ply 17-10dx1.5" , (2)ply 15-16d — 2130, 1860 00 MTT28B HOLDDOWN NER 393,432 24-16d AND 5 8" OR 3 4" DIA A — 4455 4455 W U U) C7 F— rn fillLo !B Eli u lie 0 by-d d� t�r0—des%p 5 KRISANE chckd br. — ENGINEERING d.W- 01-22-M 0 Sheet A6.1 of Wv 10-I0d NAILS -WALL STUD& d HEADER 1N I 11� �� �� sf�sf �I��s�� G1s��sas>•,I� -ROOF FRAMING, MEMBER (SEE CONNECTOR CHART SCHEDULE FOR TRUSS STRAPS) DOABLE TOP PLATE 1/I6" OW OR CDX EXTERIOR SHEATHING NAILED i1V Wd GAILY. • 4' OC,. EDGES AND 12" OC. FIEJ_D 2,4 P.T. U14LL STUD UY l3) VI' DIA ANCHOR BOLTS TO BLOC15, A �yu O , m V21 DIA. x 8" ANCHOR BOLTS EMBED W MIN. INTO FOUNDATION tW 2"x2^xV8" WASHERS, LOCATED UBTHIN 6" OF EACH END AND 32" O.G. MAX ELSEWHERE OF WALL 4 HEADER STUD 2x4 P.T. BOTTOM PLATE "J* STRAP EVERY OTHER STUD TYPICAL FRAMJW.3 AND CONNECTIONS FOR OPENING5 NOM F A Bl OCKED DIAPHRAGM ZONE IS CALLED FOR ON ROOF PLAN PROVIDE 2x4 BLOCKING • ALL PLYWOOD PANEL EDGES d NAILS -0 4. OL. FOR BLOCKED DIAPHRAGM ZONE ad 441L8 AT 6" 04, OR 8d NAILS AT 4' OJC, OR Ea=4LIVA-EI r ECIUALNALBNT FNI -11ATIG FNIEMATIC NAG. AT NAIL AT SUPPORTED EDGES g SUPPORTED EDGES AND AND BLOCKING AND 12" OL. 121 OL, FIELD FOR OTHER FIELD FOR SHADED AREASI Y AREAS OF ROOF OF ROOF r........^^..i ............ .... L , 11I6. 055 SHEATHING, OR VI' CDX TYP. - . ROOF SHEATHING NAILING RSN PATERN DETAIL FLOOR PRATING. B OCKMG REMI[MD• PROVIDE 2X4 BLOCKING M THE (6HOWN a 24" O/C) FIRST THREE FRAMING SPACES AT 48" OTC. REMAINDER TO BE BLOCKED AT 96" O.G. OR RAT RUN. ST FAEMNG: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH8d COMMONS OR Sd HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: I) 6" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING L BLOCKING ® 48" O/C MAX. IN FIRST THREE FRAMING SPACES 4 96".O.C. THEREFORE FLOOR BRACINCx AT ENDWALLS WOOD TRIES STRAPPED AS SHOW'1 ON TRUSS LAYOUT (2) 2X- TOP PLATE STRAP TIE TYP. DEL. 2XS HEADER MAX FOR OPENING OPENING, DBL 2 S" HEADER FOR 5'-S" - MAX OPENING UNO. - - 2X- BLOQCING AT MID -SPAN TNT. low, 16" O.G STUD SPACING FOR INT. BRG. FRAME WALL - (9 PLATE ANCHOR EVERT EVERY OTHER STUD (TYP) CONNC_ SLAB - . EM'NNS10N BOLT ANCHORAGE 24. O.G - IBWD FRAMING & STRAPPING INTER. 8RG. WALL 0 DOOR WOOD TRUSS STRAPPED AS 6140M T - TRUSS LA IF UA'70D TFd155 2-2X4 TOP STRAPPED AS - PLA1E SHOWN ON TRUSS LAYOUT -� T�M nl 2x4 STUDS ♦ �' OC 2X- BLOCKING PLATE ANCHOR AT MIDSPAN EVERY OTHER - S111D i 16" OiC. STUD BOTTOM) SPACING . FOR INIT. BRG. 1R' X 8' - FRAME WALL - EXPANSICN BOLTS 48" Or- PLATE ANG IR EVERY OTHER l?'U WALL-1 _ STUD ITYP, TOP - - ---------- OL86 BOLTS TS -- KW FRAMING & STRAPPING KNFFWALL OVER CMU 4--0" WS EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL P.T. 2X6 UV VI' DIAK 'J' Cxaxv MJI. (TYP) BOLTS • 48' MAX UV TPo15S 6" MEMBED. CTYP) 7 BEARING _ n • 48" MIN. E DETAIL: TYPICAL JAMB FASTENING a OVERHEAD GARAGE DOOR SCALE: N.T.S. OTE FESE REQUIREMENTS APPLY HEN WINDOW/ DOOR IANU=ACTURER'S FASTENING IETHOD 15 NOT SPECIFIED. PT IX BUCKS FOR WINDOWS AID D S 1.) SEE MAMFACMRER5. INSTALLATION INSTRUCTIONS. 2) ALL WINDOW .644 M5 MUST BE FULL WIDTH OF SASH._ 'T 2X BUCKS FORLUIINDOWS AND DOORS U INSTALL 3/16" DIAMETER SELF TAPPING CONC. ANCHORS EIGHT (8) INCHES MA> FROM ENDS AND 24' ON CENTER MAX W/ I V4" MIN. EMBED. INTO BLOCK FASTEN UN DOW/DOOR TO PT BUCKS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. - i) ALL WIDOW SHIMS MIDST BE FULL WIDTH OF SASH. TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASTENING AND 35 P5F RATI%) 01/20/03) I NAIL INTO 2 NAILS INTO TOPPLATE TOFMATE PRE ETYGIEERED - � �_ a 24" O.G -2 DETAIL DOUBLE TOP PLATE e F AMING & STRAPPING IN BEARING WALL 2X- BLOCKING AT MIDSPAN - I6. OC. STUD SPAC W- IEWALL m DC P.T. �TE E�ANSION Oc_ 1Q1 BOLT CGEN iRAL NOTES, GENERAL = L LIVE LOADS: ROCF: 30per FLOOR 40per STAIR: 40psr 2. WIND SPEED IlOmph 30ec. gusts - 3. ALL WORK TO BE IN ACCORDANCE WITH THE F.D.C. 2001 CHAPTER W 4. ONLY WRITTEN CHARGES APPROVED BY THE ENGMER SHALL BE PERMITTED. CONCRETE - L ALL WORK To BE IN -STRICT ACCORDANCE WITH THE ACI 318 2. MIX DESIGN CRITERIA - - ALL CONCRETE TYPE 1 PORTLAND CEMENT. (ASTM C 601 COMPRESSIVE STRENGTH- 28:PAYS.SMALL BE 2500 ppeel FOR SLABS AND FOOTINGS AND 3000 i ELSEUIMERE-(UDN). MAXI'Il'f WEDATER-CE ERT RATIO BY UEIGHT FOLLOWS. SpEGF1NON=:41R AIR COME'. RE531VE EMTRAIR ENTRAINED STRENGTH 1peD 25M06 05CCM� 3000 058 0.46 SLUMP -SLAB ON GRADE - 5" . OTHER 5" WATER - POTABLE CHLORIDE - NONE 3. pROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33. - 4. FIBERMESH FOR SLAB TO BE AT A. RATIO OF .15 LBSIYARD. FOUNDATIONS L FOOTING- DESGN BASED ON MMIMU9 ALLOWABLE SOIL BEARING PRESSURE OF 20M per. 2. F FOOTING ELEVATION OCCURS N DISTURBED)ENSTABLE OR UNSUITABLE THE. ENGREER SHALL BENOTIFIEDAND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. 3. PREPARATION OF THE SUBGRADE TO FOLLOW RECOMMENDATIONS AS CUTLNED IN THE GEOTECHNICAL REPORT. - ALA 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE CF (1) VERTICAL TO (2) HORIZONTAL - S. CAUTION SHALL BE USED W7EN OPERATING VIBRATORY COMPACTION E="-t-ENT NEAR EXISTIW, STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE MA50NRY : L DESIGN, MATERIAL AND WORQ'IANSHIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD BUILDING CODE REQWREMENTS FOR CONCRETE MASONRY 5TR.ICTURES ACI 530/ACI 530J 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 psi CONCII_TE (W TO 10" SLUMP) 3. PROVIDE 25" LAP FOR STEEL • ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS SMALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. S. CONCRETE BLOCKS SHALL CONFORM TO ASTM C-W (25 DAY STRENGTH 2O00 Pell (r'm"1500 P60, LAID IN RM11NG BOND. 6. MORTAR SHALL BE TYPE N. 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UN-O. WOOD 1. ALL UIOOD FRAMING, AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH. THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN. SPECIFICATIONS FOR WOOD CONSTRJCTION. - 2. THE WOOD TRUSSES SHALL BE SIZED AND. DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL 8E IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL. ENGINEER ARE TO BE SUBMITTED TO THE ENGPIEER FOR APPROVAL- 3 PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY THE TRUSS ",UFACTURER_TRUSS MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF.TRUSSES ARE BRACED DURING UPLIFT CONDITION. 4. FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES SOUTHERN PINE SURFACES DRY USED AT IS% MAX M. C. GRADE NO2 OR SPRUCE PINE FIR SOUTH GRADE NO2 S. PROVIDE GALVANIZED METAL HANGERSAND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMI'ENDEP BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS. (MXG4ES CONNECTORS- OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MINIMUM OF 1/2' DIAMETER AND 6- IN LENGTH (ASTM A-301) WITH MN. I W* DIAK WASHER UN.O. 1. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACINGS 5110UK OR F NOT SNOW, COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 8. ANCHOR A8> NAILING AS SHOWN, AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. S. - ROOF SHEATHING: . 1/16. OSB OR 112" CDX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITION5 L CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME WEIR= THERE ARE COMFI:ICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS, WALL. BE CAVED TO THE ARCHITECTS ATTENTION AND NECESSARY ADJUSTMENTS MADE :PER HIS INSTRUCTIONS. - 2. FOR ANCHOR BOLTS USE HUGHES OR ECxJNALENT (A-36 OR A-301.STEEL) 3. PROVIDE 2X4 BLOGKRY ON ALL SIDES OF THE RIDGE VENTS UNT14 8d NAILS AT 4. ON CENTER . PRE ENGINEERED UIOOD FLOOR TIa1SS • 24. OG. MAX. TOENAIL FLOOR fRU9 TO TOP PLATE PLATE UY WPFJNH Y NAGS, (i) ON ONE SIDE, (U ON THE OTHER BEARING WALL W/ NO UPLIFT "I U F- Q O Z o J g g W W Z z W W Q) E�� E' S �F3 designed by-.aN (StR ty.� , ENGIN ER NG easdmdlGy awv. (an nF-sooG (� - .-a.n dale: 01-22-01 VII i0Y lel{1J 0. GZJN 1fINeS 1 Sr1BBt 04 S1 Of: GHIhIEY ftooft1�_e� ,` Roc" SADDLE CRICKET MATCH ROOF 51-OPE Rom, CONT. 2X4 NAIL TO EACW TRU8.5 CE 11 MEMBER F < MCC" �\ "Loft� `� l/16' SOLID `� ROOF TRUSS 085 OR I/)' CDX r Roor, FRAMING SECTION THRU CHIMNEY aL0, \ CH INTERIOR CHIMNEY �— 5ADDLE CRICKET TO - - CHIMNEY-TYP. DETAIL ICE INTERIOR CHIMNEY DETAILS N.T.S. NOTE: I V2' SPACING CLEAR OF ALL FN19N MATERIALS. HARDWOOD METAL BRACKETS • 36" O.G. 2X6 BRACING a BRACKET. 0 R O 2X STUD q In' 2XI2 TREAD 1m 1 P NOSING MAX. IX6 RISER BACKING OF TWO RISERS AND ONE TREAD, EXCLUSIVE OF THE PROJECTION OF NOSING, SMALL BE NO LESS THAN 24' NOR EXCEED 25• -E aT. • 24' CC- 2x4 BLOCKING • EA SIDE (TYP.) GABLE Ek VS. • 24"-O.G. CYRJ WALL 2x4 C40MTl1J0M •- _ — 16. DIG VI6. OSB TCq cp EA SIDE (TYP) OR VJ• 2-2x4 TOP PLATE ?X4 STUDB , 16• one � OR u, LO c4 CKAK c4 BLO 2X4 DI OlIZACE 2X4 P.T. E10T. PLA J-BOUT AS SHOWN l�c EA SIDE (TYP) STRAP. MJRRICANE CLIP TO TOP BOT. PLATE CM WALL WALL SECTION Q FRONT ELEVATION CHIMNEY DETAIL ECD EXTERIOR CHIMNEY DETAILS CONNECTION KTs. 3/4" FLOOR SNEA NOTE: SEE FLOOR 1/8" TO 1/2" GAP TYP. N PLAN FOR 2xT2 STAIR STRNGER DETAIL: STAIR TREAD VS' DRYWALL DdT FIR WJRT BOARD J, D@ TREAD S T1 STAIR \ ..�. STRINGER TREAD DEPTH 2; tL IX6 IrbI, WOO TFR.ISSE'. 2101, O.0 \-2XI2 STRINGER FASTENED a BOTTOM 4 WEDGED 4 TOENAILED INTO 2-2XIO e TOP T1'PIC>4L SlKir l 2X STUD WALL IV1'SPACIGW111 RUN STAIR IX HIL 70 ALLOI 2X4 STRINGER DETAIL: I . ply Opp gpRT LEDGER HANDRAIL �. EEPL I B°"`�2x4 NAILER 1. TO WALL DETAIL: STAIR TREAD '@ WALL m� UFLFT • OF MTSI6 MIt WEI NAILS MK 0 OF 3A6' FROM MISS STRAPS TO PEAT. TAPCO45 TO CM MARFALTMER (511-xw (EACH STRAP) (EACH STRAP) 0-131 1 1 4 1324460 2 1 4 THE MISSED FILLED CELLS CAN BE REPAIRED By EPDXY GROUTING (I) 5 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS ' CSIVE LICAJID LPL OR EQUIVALENT ') INTO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELL$ SHOWN ON PLANS BUT NOT FILLED INTHE FIELD PROVIDE 61 MIN EMBED. AND 3/4'1 HOLE INTO BOTH THE BOND BEAM AND THE FOOTING 24• IF AN •A' STRAP IS MISPLACED P —TOP OF BOND BEAM OOC T 48' 124 OR FORGOTTEN AFTER THE POURMG OF THE LINTEL BEAM AT TOP OF CM WALL TWEN A SI1F".aCN MTSI6 CAN BE -SUBSTITUTED FOR EACH MISSED 'A' STRAP (TYP. ILON) PLEASE SECURE'EACH MTSI6 STRAP FOLLOWING THE ATTACHED TABLE AND G" T ACCORDINO THE UPLIFT SNOLLN FROM THE TRLMS MiWFAGTURER. INSTALL ALL TAPCON'' UAT14 I-IR• MM. EMETED. PRE-ENGINEERED WOOD TFaJSS }r FLASHING 2FOR TRUSS V _ — — — — — — t `BOND BEAM W/ -PROVIDETO SIT ON PROVIDE 25• (U 5. CONT. SPLICES (TYP) LINTEL BEAM W( CU 5 CONT.—� R N A \ T — - FILLEDRTICAL I } � (�'�- S' CMWALL—L% SI PSON MTSI6 ATTACH TAPCONS EVERY OTMER MOLE NOTE. TAPGONB SHOULD BE INSTALLED IN STRICT ACCORDANCE WITHI THE MANUFACTURER'S TEC017'EHIDATIONS M S MISSED "A' STRAP DETAIL EPDXY GROUT AS RE INTO TOTING AND BO TOP.CF FOOTER BEAM UY 6' MIN. B'IBED. NOTE EPDXY GROUT SHOULD BE INSTALLED IN STRICT AOCOfmANCE WRH THE MAMFACTURER•S RECCVtlEN 3AT10NS. MFC MISSED FLLLED CELL DETAIL PROVIDE (1) 5 AT 48' O.C. VERT. AND (2) 5. _ BELOW EA POST LOCATION FILL ALL CELLS WRH 2s" PSI CCNG. ALTERNATE HOOKS IN FND. BRACE EXTERIOR SIDE OF WALL DURING. S• COFIPACTCN OF THIS AREA 5 • 48' OL.'—� v SIDE ELEVATION ------------------------------------------- - STAIR AND LANDINC; DETAIL ENGINEERING OR OR (I" 774-90 FAY: (4/7) 774 11477 PL FOR T SIZE PA. Gar 161613 ALTA ONTE VFtlMG& FL 32716 TII/WS 4 A26x1150N PE4 47619 (1) 5 COIN, PIRO'ADE OPEN X (2) SIMPWN T522 (24301-b. max UPLIFT) or UPLIFT) HEAD JT. AT 48• -4 GIRDER (2) wwsI4E8 Rn=2 (2030Lb. max or O.G. FOR WEEPS IF (2) SEW-0 ADS-2 (34121-b. max UPLIFT). -SLOPING 0 GRADE AWAY FRCht 2x4 POST SEE DOUBLE T PLAN FOR CAJANTITY PLATE �f ( .7 IIIII II CONT R AS 2'-0• .. 3• CLCOV :. .• .. �.. 4. . . SHOWN ALL REBAR (TYP) R W RET NINA1 G WALL AT PATIO P NOM BRACE SIDE OF WALL AP 2 2 ADEOLATELY DURIG COMPACTION FOR PATIO SLAG Xs LEAVE BRACER DETAIL for (2G SUBSTITUTION IN PLACE FOR 1 DAYB AFTER for (IXI a GIRDER coNNECTIGN PATIO 8LA5 16 POURED - 9/4• . r-m• / J - d rZ L U J � U J W Q H 0 W W W ,v w CZC Q G UW U) � rn 0 L0 N J 0 1-, L-C 0� 1111 �)s�a wew,9r-- Q dNwa, W. d—d.Wg. d16G®d br. a9luv w dalx I4-U-01 A vOf: HANDRAIL TO HAVE A CIRCULAR CROSS SECTION DIAMETER BETWEEN 1 1/2" TO 2", OR TO PROVIDE GROSS SECTION AITHEQUIVALENT O GRASPABILITY PERFORMANCE REFER TO FLOOR PLAN FOR STAIR SECTION SPECIFIC TO THIS MODEL j Sum, OF (2) :RleER5 PLUS (1) TREAD MUST 2XI2 5TRINGERS AT SIDES d CENTER EQUAL 24" TO 25" OF STAIRS A/ 2X4 SPACER AT SIDEAALL5. ATTACH SPACER TO EACH STUD WITH (2)IOd NAILS. Z 3/4" SUB -FLOOR d j T' SJ i FLOOR TRUSS S 2X8 STAIR LED6ER.CONNECTED u Q/. IX R15ER TO FLOOR TRUSS AITH IOd 2XI2 T NAIL5 ®6" O.G. I ATTACH EACH 2XI2 STRINGER TO Q� c0 LEDOER WITH (2)16d NAILS THRU J lu m LEDGER INTO STRINGER AND (2)I0d NAILS TOE -NAILED ON EACH SIDE ttl RISERACH X N ER 5TRA/(3)8d NAIL5 ATTACH TREAD TO EACH 5TRIN6ER A/ (5)IOd NAILS TOTAL STAIR RUN Ml TREAD = 1" EXGLUSI E OF N051N6 T*�'FICAL 5TAIR CON5TRUCTI®N DETAIL - N.T.S. It'l i9 g qe 12.5 gas L0 W O [; ate. m,rz�m oz. 1 .I i 1�p� LLe o p O. p ® m N m o E 2X4 5LOCKR4. 24'0L. V2- —R-11 ROOF ASS (TYP. LATERAL SUPPORT Q TOP OF FRAME WALL _. FIBER31. A55 (2) 12d TO ROOF TRUSSES) V J III, U56 LAYOUT - SHINGLES OVER (TYPJ .t 2)Ud NAILS (TYP) 15•FELT OVER XED UNLESS1/I6' OSB.. HERUISE NOTED 1;t V2" DRYWALL 2 - 2X TOP PLATEWOOD TRJSSES FLOOR PLAN l�-m/ 'Q" 32" O/O Y, CSNDASBATT INSULATIONFINISH (ALTERNATYPICAL STUCCO %, 1/8. STUCCO OVER -METAL LATH tRIISS LAYOUT AP TIES.q"- Av z-1W CH SIDE).. �' - OVER FELT -OVER OSB. �a DO P.T. OVER D:8- R/S CEDAR FINISH) '•7gg,, [ TOP OF FRAME WALL Ov o . - - CDR OVER 2X6 - 'C;� gt ir' ,Q SUBFASCIA 3/8' 13.a1'1. SALLN PINE- '",�.,;-sl' �'^ � 2X STUDS I6' O/G �11 W c .. D�D(T. GW/ CCCOW.. ALUM. GRADE VENTED SOFFIT "✓ t, q o SEE 5 RTR�AN DBL 2X8 HEADERFOR FOR 4'-6' MAX. V . OPENING, DBL. 2XI0 OD POST �.. 3 VI" CONIC, SLAB HEADER FOR S'-5" - PER FLOOR PLAN WIFIBER-'ESH OVER MAX OPENING UN.O. 2X BOtT. PLATE W/ 6 MIL. VAPOR BARRIER 3 V2" COW- SLAB Vl'X8' AB. 32' O/G---���--- WiFIBEt''•',ESN ON LL100D POST AND "Q. 32. O/C 1 J. OVER TREATED WOOD POST CLEAN, COMPACTED PER FLOOR PLAN ^�J V COMPACTED FILL PER PLAN FILL W/ MONOLITHIC - WRAPPED W/STUCCO FL�R PLAR y ® ® ® FTG: W/ 2 •5 BARS SEE FLOOR PLAN CONC. SLAB FOR POST SIZE INTERIOR PORCH •y _ Q LOL OR OR`.L (SEE FLOOR PLAN) FOR POST SIZE •'� -• GRADE GRADE BRACING AT,.NON—LOAD BRG. W 2 •5 KEBABS -• •- ELEVATION C� REAR PORCH POST NB ~ K THICKENED SLAB AT SCP SECTION C� COVERED PORCH EPP O U EXTERIOR WALL DETAIL BEARING PORCH POST F U 0 0 co U) (MONOLITHIC DETAILS SIMILAR} WW . 0 0 2X6 HANDRAIL ��� ABOVE - ED RAIL CAP ABOVE THAT MEETS - GRA5PA5ILITY CyODE - WOOD BALUSTER W/ s s I DEC. WOOD RAIL - - 2ABAL.ITE- �sI ABOVE THAT MEETS IX12 C. FIR SKIRTBOARD GRASPABILITY CODE :(HANDRAIL OVER) O UJ 2X6 HANDRAIL 4" .G. (T J DEC. WOOD RAIL -,nn W/BALUSTER V 7 0 9 ® IXB C. FIR CAP - - > l 1 r 3 a Q 3 J',,21 BASEBOARD IXS C. FI GAP �_— (OUTSIDE) NEWELL i - - _ 'y W POST— —2X4 WALL Q �� - / / UNDERNEAtH ..O TRIM -_=� /// SKIRTBOARD C. FIR DEC - WOOD RAIL ., 11 // (INSIDE) / 3E 5'=-=`, // ELITE / LL re -IAXDa2 C. FIR SKIRTBOARD m m..Aer �� IMPERIAL = 2ND. —_ .t� /. STAIR CONSTR. STAIR CONSiR }— FLOOR BEYOND WALL _ n / � k� / / PAST WALL u— 1 /I NEWELL POST - O ' - _ de>tyrsd by- N 1 1/2"", drawn ay. dmw deson P S T A 1 R R A I L S dmcMdeT:.w+r Da2 C. FIR S T A I R R A I L S GUARDRAIL ELEVATION Q 4 0 HRH CA NE A R 2 sheet 1 V2.W ENGINEERING S3 Cro'h ns-eoaT P - CMn nt-6tn P.a. B 151513 A-T—OKM SPF04M iL n716 • DETAIL ® HANDRAIL Ujo-S J. ^MCkWH KI 47619 Of. ®l ov5 40 ALI)