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131 Bristol Forest Trl (3)
SUBDIVISIOT PERMIT #C)tk • (9\jjQC%DATE - i.. ol -1914 PERMIT VALUATION I SRO SQUARE FOOTAGE cpRqsA PROPERTY OWNER Evoillso6v PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE 0 City of Sanford Certificate of Occupancy This is to certify that the building located at 131 Bristol Forest Trl for which permit number 04-2609 was issued and has been completed according to the plans and specifications filed in the permit, to wit a 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: F. Ortiz 03/10/05 Engineering: D. Richards 03/11/05 Public Works: J. Crumpton 03/10/05 Utilities: R. Blake Fire Department: Zoning: 03/ 11 /05 Centex Homes Qn" YV 03/14/05 Property Owner Building Official Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** New Single Family**** DATE: 03/09/05 PERMIT #: 04-2609 ADDRESS: 131 Bristol Forest TO CONTRACTOR: Centex Domes PRONE #: Greg 407-466-2067 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. XEngineerip-g❑ Fire ❑Public Works El Zoning _ ❑Utilities El Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** New Single Family**** DATE: 03/09/05 PERMIT #: 04-2609 ADDRESS: 131 Bristol Forest Trl CONTRACTOR: Centex Homes PHONE #: Greg 407-466-2067 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 ]Public Works C ❑Utilities ❑ Fire Ej Zoning _ Licensing CONDI ®NS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I j 1 I 1 i 1 1 1 1 I I 1 t 1 CERTIFICATE OF OCCUPANCY o l 11111f1 REQUEST FOR FINAL INSPECTION � **** New Single Family**** i I 7 ►� ti _ 1 DATE: 03/09/05 PERMIT #: 04-2609�- �- 1 ADDRESS: 131 Bristol Forest Trl r, 'IVA U v i w C I CONTRACTOR: Centex Domes_ PRONE #: Greg 407-466-2067 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 []Public Works ❑ Fire ❑ Zoning Utilit* , ❑Licensing 0 3,iaS CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) r LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 3/11/05 14:27:06 Location ID . . . . . . . 248395 Parcel Number . . . . . . 22.19.30.502-0000-0770 Alternate location ID . . Location address . . . . . 131 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 Free -form information PRESERVE AT LAKE MONROE *************** LOT 77 ***************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2609 PD 7-16-04 SEE REC#7043 3/4"WA METER SET FEE $190.00 PD 7-16-04 REC#7043 F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on Paaes 1- 7. SECTION A - PROPERTY OWNER INFORMATION .- For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC,Number 131 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FIL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 77, 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 Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL BT FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) . 12117CO035 E 4/17/95 4117/95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe): B11. Indicate the elevation datum used for the BFE in 89: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Bamer 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 mostsimilar 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, ARIAE, AR/A1-A30, ARIAH, AR/AO 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 NGVU29 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. 7'ft.(m) o b) Top of next higher floor 23.5 ft.(m) o c) Bottom oflowest horizontal `structural member (Vzones only) N/A _ft.(m) o0 o d) Attached garage (top of slab) 13. 4 ft.(m) 1 o e) Lowest elevation of machinery and/or equipment ." u, Ca servicing the building (Describe in a Comments area) N/A . ft.(m) 0 M o f) Lowest adjacent (finished) grade (LAG) 12.3 k(m) Z' .2 o g) Highest adjacent (finished) grade (HAG) 12. 9 ft.(m) C- o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: 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 !� �G 2/23/05 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse.side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use: BUILDING STREET ADDRESS (Inducting Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOXNO. Policy Number 131 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number ` SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN 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 for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 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, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a 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 knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law' or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G 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 elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A communityofEcial completed Seclion E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO. G3. ❑ The following information (Iterns G4-G9) is provided for community floodplain management purposes. ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME COMMUNITY NAME TELEPHONE SIGNATURE DATE ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF. SURVEY DESCRIPTION: (AS FURNISHED) LOT 77, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: FOR THE BENEFIT AND THE FINISHED FLOOR ELEVATION OF THIS EXCLUSIVE USE OF: STRUCTURE MEETS OR EXCEEDS THE COMMERCE TITLE COMPANY THE REQUIREMENTS SET FORTH IN THE COMMERCE TITLE INSURANCE COMPANY CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CTX MORTGAGE COMPANY, LLC FND 1/2" REBAR NO ID. (02/22/05) W ILD N � LOT 78 o o G WALK IS 0.2' OFF CSX RAILROAD R/W OLD MAIN LINE TRACK (UNPLATTED PER THIS PLAT) 50.00' N54'23'11 "W i LOT 77 I U' 6,250 SO.FT. f ui I 0 D D Z Z D cl D0 D 1Z 0T in I O C I I C < I I < A Z I D rn I m 6.7' i m �1 � -Zi 40.0' TWO STORY CONCRETE BLOCK o & WOOD FRAME RESIDENCE n FINISH FLOOR ELEVATION=13.72 20.7' I - 1 CONCRETE.: :DRIVEWAY;, I I 1 — i I I '• I 1 Cr,A -z'11 "E COVERED ENTRY � 5. 7' z �I � � N :0 LOT 76 WALK IS .0' OFF 1 50.00' N35'36'49-E �-/7— 25.00' �1 V — — — PT _ 185.55' I� 424.48' 554'23'I1"E 610.33' NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-22-05, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I RAVE 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 14EREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 77 BEING N35'36'49"E PER PLAT. (FIELD DATE:) 9-17-04 REVISED: r SCALE:-'"= 30 FEET APPROVED BY: SJ FINAL 2-22-05 CKB ASM39691 FORMBOARD 11-10-04 CKB JOB NO. PLOT PLAN 5/7/04 SOO DRAWN BY: LOT FIT 12-13-02 CKB BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY CENTERLINE OFJ V RIGHT-OF-WAY 1 30' GRAPHIC SCALE 0 t5 30 LEGEND FND 1/2".IRON ROD AND CAP — — BUILDING SETBACK LINE O LB #6393 (02/22/05) — CENTERLINE Q FND NAIL AND DISC - — — RIGHT OF WAY LINE LB #68 (02/22/05) ,31.24 EXISTING ELEVATION SET 1/2- IRON ROD AND CAP 0 LB #6393 (02/22/05) O CONCRETE CNA CORNER NOT ACCESSIBLE LB LICENSED BUSINESS DENOTES DELTA ANGLE LS LICENSED SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE (P) PER PLAT - PI DENOTES POINT OF INTERSECTION (M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL S/W SIDEWALK A/C AIR CONDITIONER CP CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH CHU OVERHEAD UTILITY LINE ELEV ELEVATION ID IDENTIFICATION PK PARKER KALON POL POINT ON LINE R RADIUS - PCC POINT OF COMPOUND CURVE - POC POINT OF CURVE REV REVISED AMERICAN SURVEYING & MAPPING CERTIFICATION OF. AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEE-T,THE APPLICABLE "MINIMUM TECHNIC1 L STA,NDAi?D5" SET FORTH BY THE FL01?IDA ;BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHARIER 61G17-6;; FLORIDA ADMINISTRATIVE C'@DE PURSUANT TO CHAPTER 472:027, FLORIDA STATUTES. / FOR THE 2 FIRM GALEN K. RFI I If DATE .__ _ ___1 J � � �7,g,� tlr7,re�c5:: _-_- � JAIE�011"nd; Now se�'34•6 of AMPS -- - �_ 7 175?Cry }I "€tjo , �icl�E �'� ��i �n G.� i "*'r r r iC C2 ii (Dona F 2 P111MLsng/ New Co mmgrc*,ni < of ; 0_ Wa+t_ A Bc3r+°_ L Of G-12 i ties. Pill thbft_igfNevv ids ni: # of Wa tiT Closet Pit, mbing Rep� kit— ArIkezideffhal or Co-eymigvnial oettko"Incy +ype:Cgsr=entia1 Cfl,�a„•iesEi�] E�astt�aatP 6�����as�-e�'Ao��,�:�: —_ - -.._._ C I strtw�� Type: t of 51,6ric�5: �s Dav��14a �iai�: 11, 044 Zan e: fort t cue'€ee�t fC.t ofl.irt Gkz<.r, t parcel il�: (�at-�s� LE'l Q;`Lu ai €A3saas:-SPrep+ �4 Le•gaff i��erfi� L5�o^e) Owners Name Address: F— t°hone: Contractor Name a Addrem: DmeA Ill; mgG..r GOND —_ . ------ t { '� sL�E Eieenae Aumflec Phone Faz: i skRY %'T i3 F �i (t j WSW 3 Bonding Company: - Address Nlorroage Lender: -- Address: ArchiiecJEngineer: Phone: Address' - Application is hereby made to obtain a PeTlPlt to do the work nand installations: as ind2ea ceriFy eU a no v+orlc or iZs�lla on ha eoFarrienc-ed' pri o ihr. issuance of a pe nit and that all work t-idll bu .,,eo„ sad io meat standards of all ]a.-A+s seo la4ing eosis-VaEtion in this jufisdicgon, i unde-'tand ihaf a sc-pa,-ate permit must be secured For ELEC T P 1CAi WORK,, PLLRI413i G, SIGpq , ELLS, POOLS. FoRiNAC� B0i EP-, 4EATE�, TfiJ4KS, and AIR CONDITIONERS, etc, y OYdlklElZ r AFFIDAyI T : l ; t f that all of tIi" foregoing info,', it,on is accurate and I Mal all wosk =-fill be done in €ormIiart ce with ail appIieat Je i%su;, rc j :,Lti g coast c€tton a?sl Loiiig. ?/ i� EWr TO t�@SFr Oil FAILUTt,-a_; TO ECO�= A NOTICE OF C0116+1it iCEY,,_, ENT 1�A'.' � iJL i )7l t't 111 ) i L';+u IORNEV NFOREE MEi3iS TO �tOaJ? t�a0�r�Ty. iF you li,j i r)!ij TO0_p Ti.NJ F-I~Mie-FOG,CONSULT e� 71-i YOUR LENDER Ok AJ,t A TGttNL SEFOPF COPJ1HG Y OUP, NO T ICL- OF COI+lME-14CENiE'a. NOTICE: hn addition to the" requirements of this ,,, it, theft may be additional ;ese7etions applicable to s pr e, Ili fay be ` t)n in the puNic records of this eountj+, and 'there -nay be additional „ is required horn diher govern„ er,tai enbhes such as eva' , enana t fit d Picts, te:ag crr:s, m f,.d+:,al agencies. Acceptance of permit is verification that I skill notify the owner of the property of the requireme o; Fton 'a n w. F I3: l Signature()DEC 2004 fOsmtr/Agent Date Signatur o c2 or/ Dat T DEU0 Pnnt Owner/Agent's Name oniractor Aoem's ame 7 $ignaiure of Notary -State of Flonda 4 2004 Date Stenawre of 1 0_ v-Stateof Flonda DEC 1Date Owner/Agent is _ Personall., Known to ,,le or Produced ID APPLICAI ION APPROVFD UY: Bldg Zoning. ' Initial � Dete) 1 xci5 l ondtlions, Contractor/Ac: .:;�>ersonal _' Known to Me or Produce" (Initial A Date) U . _c,, nttiam ]vi)eU T'trCr3(hralal� Dat ti9Ym`ylf+'�� r�r, DD?52893 i,t..aTr,u i,c � F:�I Un,' Mtriters �� CITY OF SANFORD PERMIT APPLICATION Permit # CIA— zu Job Address: Date: Description of work: New Single Family Residence Historic District: Zoning: Value of Work: $ Lot #:�_ Permit Type: Building Electrical A Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service_ Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential ✓ Commer ial 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 Altamonte Springs, FL 32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric CO of Florida 4874 S. Orange Avenue Orlando Florida 32806 State License Number: EC0002494 Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay_ Phone: 407-851-1220 Bonding Company: Address: Mortgage Lender:_ Address: Arch itect/Engineer: Address: Phon 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: 1 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 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or —Produced ID APPLICATION APPROVED BY: B (Initial & Date) FS 71 Agent Date 70� L'",qy Charles W. Cannon P ' Contractor/Agent's Name ignature of Notary -State of Florida 4,�NiNPI Y`t� PATRICIA A. KADLAC MY COMMISSION # 1313013206 Contractor/Agent is Personally nc or 2005 Produced ID EXPIRES: March Bonding, FL Notary Service Bonding, Inc. Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Permit # : Q / 26 Job Address: 1316 Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing t/ 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 WaLer Closets .3 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: CZ41-GV 1-k1t U Phone: Contractor Name & Address: F iIr 9-t FA i cyo mac-- State LJL'censeNumber: C% G L Phone & Fax: �% d o Q— Z�SI d p ✓ 78Z Contact Person: 211X Phone: Bonding Company - Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: /-' . 3L 7/Z 'Y8 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 perforated 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: [ 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 will notify the owner of the property of the requ[ en Florida Lien Law, FS 71 Signature of Owner/Agent Date Sign re of Contractor/Agent Date Print Owner/Agent's NamePrint Contractor/Agent's Name ! \ . . A n 1 Signature of Notary -State of Florida Date Owner/Agent is _ _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg&F,16thLD1 g1oJoning: (Initial & Date) (Initial & Date) Special Conditions: Date DEBBIE BL NITON MY COMMISSION # DD 188491 .nEiXPLBESPFmwWyi64gwo J or Utilities: FD: (Initial & Date) (Initial & Date) - - 0��- ��� � N��� �~� �*�� 0 �.�/ COUNTY OF SEMINOLE | � ` ` IMpACT FEE STATEMENT JUL \ YRO' SANFO�bTy{}F S/\NF[)� DATE ��«^ STATEMENT NUMBER 104-76257 " �� / '> BUILDING PERMIT N.MBER:���� (CITY) COUNTY NUMB�R: UNIT ADDRESS: .RISDICTION O6 CITY OF SANFORD . - .. �-_ Z. _ *pc nT 1�2~/.5 OWNER NAME: ep ry APPLICANT NAMF - ADDRESS: ^�-~ ~ . LAND USE CATEGORY: 001 - Sinole Family Detached House TYPE USE: Residential WORK DESCRIPTION: Sinole Family House: Detached - Construction FEE BENEFIT RAlE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.0O 1 $ 705.00 ROADS -COLLECTORS NORTH O dwl unit $' 142.O0 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O civilunit $1,384.0O 1 $ 1,384.00 $ 2,285.00 STATEMENT ^ RECEIVED BY: e SIGNATURE (P|F�sF PnTNT w�mF) y� r//mr rn unrrry m/u�n �wn NOTF TO nFrFTVTwn �Tnw�Tnnv/unm �r�ur^ r� . ENSURE TIMELY PAYMFNT MAY RFgo T TN YD||n \JABT| TTY FOp THF DTSTnTn||TTnw, �-rm�ury �-rrry 2-APPLTCA'IT 4-[n||NTY **HOTF** PERSO�� A�F �DVT�FD TH�T THTS T� A STATEMENT OF FEF� ARF n||F e�iwn nuvAn/r Pnrnn rn rCZ CZ//uurr nr u n/mnrun nrnmrr, PERSON� A�F A|Sn �DUTSFD TH�T �wY RTG*Ts DF T*F �Ppi T[ANT` DR O�wFR` O `�r cwr/x�r�nu� nr rur mn�n / ?nn�nv �v�rFm uun/n� T ED||CATTON�| (SrH�O| ) TMPA[T FFFS M|}�T nF FXFR[TSFD RY " FT|TNG � ^�rTTFw nro/�r�r u�ru`u us rmr! nuvc" nF ` rur nrrFn/run SIFNAT||eF nATF nnVF n|\T wnT |ATFn TH�w cFRTTFTC�TF OF Ocr/|P�NcY nR ' P�wcv TuF nFo|/r�r rnn nrorru m/��r mrrr rur nro/nnrmrur� nW:% ruF OCn� S nF T*F R|xF� �OVFeNTwG AvPF�!� COUNTY LAND nFVF|nPmFNT [�nF' [npTF MAv nF PrrKrn //n nn nro�/r�rrn rnnm rur m �u �mmrmrur�rTnu nrrTrr: 1101 FA�T FTRST nTRFFT' s�wrOnn, (Y7) �A5-7474' p�Y�FwT �un/)'n nr munr rn" rrry nr C%uurnon n|n\nTwn nFp�nTMFwT �oo unnru n�nx �uFwi|F ... .... .... .... ... .... __ r�r �r�rrmrur u//mnr� ^un rTry n/mnIun nrnmTr u//mnro �r rur rnn |FFT nF r/�F unrrr� ***T*T� F�F�r nu/v Tu rnu�//urr�nu uTTu TRq/uucr n1:7nw,r****�*�*****�w�w*�** - 00 CITY OF SANFORD PERMIT APPLICATION Permit #: Q-A` Date: / t� ` Job Address: - Descriptionof Work CONSTRUCT CONCRETE BLOCK -SING FAMILY DWELLING Historic District: O Zoning: Value of Work: $ �� 9Q•Q r Permit Type: Building XX Electrical Mechanical. Plumbing Fire Sprinkler/Alarm Pool B Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential' Replacement New (Duct Layout &Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water&Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential � Commercial Industrial ` Total Square. Footage: Construction Type: # of Stories: 1p— # of Dwelling Units: / Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— Q / 0 (Attach Pro ofofOwnership&Legal Description) Owners Natnr&Address: CENTEX.HOMES, 385 D UCZJAS A T, .�#Z.r O, ALTAMONTE SPGS., FL 32714 P n 407-661-2176 CoE� AS ABOVE ntraetorName&Address: PATRICK J NIGHT C..TE', 0 CAI__ s State License Number: CG C049689 Phone&'Fax: 407-661-2176/661-4089 IIoIn^Sac se ;,,,HACKIE CAINES Phone: 407-467-2643 Bonding Company: NA Address:. — Mortgage Lender: NA M Flo A I= Address: a l Architect/Engineer HURRICANE ENGI`NEERING' Phone:' 407-774-9003 Address: P-0 SOX 161613, ALTAMbNTE SPRINGS FL 32716 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the ' - issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. : NOTICE: In addition to the requirements of this permit; there maybe 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 otify the owner of the property of the requirements of Florid Lien Law, FS 713. MAY 0 6 2004. Signature of Owner/Agent Date Signature f Contractor/Agent Date " PAT cN HT Print Owner/Agent's Name Print C ractor/ gent's Name 2004 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Contractor/Agenris X X Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: �J(r� (P It'o� Zoning: Utilities: FD: (Initial & Date). (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Kltnr. La►J iC'QA ^^°^•••R ogaY Ft9l - r U ,v..99442 ? f .,sires 3/29/2008 ��' Bonded thru (800)432-4254: n,nm Florida NotaryAssn., Inc r S�nuu�uuuuumu.,w....a .w..� s c� �-) ° ; C' ❑� C I 9�-19! City of Sanford Building Division Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete: sets to include:. a. Foundation plan indicating Tooter sizes for all bearing walls_ Provide side view details of these footers with reinforcement bar replacement. b_ Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code- C. An elevation of all exterior walls - east, west, north, and south_ Finish floor elevation height as per Engineering Department or subdivision plat_ d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed_ Plan is to indicate span, size and species of materials to be used_ f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses- 9- Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h- Square footage table showing footages_ I. Garages/Carports sq- ft- 2. Porches/Entries sq. ft- 3- Patio(s) sq. ft- 4. Conditioned Structure O sq- ft- 5. Total Gross Area sq- ft- 3. Three (3) sets of completed Florida Energy Code Forms- 4. Soil analysis and/or soil compaction report- If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative- 5- Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made- b. Septic tank permit issued by Seminole County Health Dept. c_ Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit d. Seminole County Road Impact fee statement_ e_ Property ownership verification. f. Driveway permit issued by City Engineering Department. 6_ Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing,permits have not been issued, inspections will_ not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date MAY 0 6 2004 Owner/Agent Signature . Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 PARCEL DETAIL 3YIi�iT Yu4 4 S! $' .•be4_ - .£r[f< 68Ck L` ��•^� � E-;' i�T.'tlCrti (>.Ysr.00. V I 11, I ire �6,0 1101 9. Viirst St- 9 Sanford n.32771 2004 WORKING VALUE SUMMARY GENERAL S3-SANFORD Value Method: Market Parcel Id: 0000-070 770 Tax District: WATERFRONT 000- Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $26,000 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 JustlMarket Value: $26,000 Property Address: 131 BRISTOL FOREST TRL SANFORD 32771 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $26,000 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 77 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 26,000.00 $26,000 PGS 12 - 15 - NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' If you recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pis/web/re web.seminole county title?PARCEL=22193050200000770... 5/6/04 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661 -4089 www.centex-orlando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jack.le Caines or Nan Holmes to sign permitapplications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK NIGHT CGC049689 STATE OF FLORIDA The forego trument was acknowledged � 5 2004 by Patrick President of Centex Homes - Orlando). He me and did not take an oath. NOTARY PUBLIC ............................................� KIMBERLY A. BROWN S'%"VOP&*o, Comm#DD0299442 Expires 3/29/2008 >�Qc�,= Bonded thru (800)432-4254: Fp; ; ;0`��. buuunu.unn...... Notary Assn., LOT COUNTY OF SEMINOLE before me this J. Knight, Division is personally known to. ., onaaft 14"1 H In go HI in all B all 111111 fill This Instrument Prepared By: I/ NAME: Debra A. Riggs -Centex Domes !! 38S Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSF, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05302 PG 0335 CLERK'S # 2004073600 REr.0NDPO qf3:35:5a RM RECONDIN6 FEES 6.00 RECORDED BY L McKinley THE UN13ERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT / / , PRESERVE AT LAKE i n Plat Book 62 Pages 12-15 in' the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 85 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A MONROE Recorded FLORIDA. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 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. Riggs . OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS MAY 0 6 20041 BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WV& 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. MAY 12 2 o La, 1, CERTIFIED, CUO . NOTARY PUBLIC MARYANNE MORSE CLERK C I ,UTT COUM ...................................„.......` S JACKIE CAINES ,NII 11/i� Comm18 pD02621fflQ If _ ?= = Fxpiraq 1121/2008 If ,TY l l ERE ° thru (800)t32-42544 'anu,a°•� Fi,r'da Notary Assn. Ir1C 5................. , .... 0......:.a...� I 4.4.V 2%J w.CCL— SH-25- 022/ _24) (+22/ -24) - -MRE55 iI EGRESS T5 !t _ _ _____ 11 __ _____� Ii m ;I 11 w.l.c_ II rc i� 11 70.AT CIA C.AFPV RR i! tj m BEDRM °3 ;; BEDWI *2 - a'FLAT Cj& !t rc n S FLAT CLG - 1 3-9 I CARTS RR CAWET FJt 1`- MOB - FRIS I 2'- W.C. 6" 3t _ '_ _ 1 OPf. V MV 64iw BI r Z66B 2669 i 2X6 me J 2✓H0 - . , S;XaVUV�' N. BAT - 9'FLAT CL . '2 BATH „G VMTL FL D'FLATCLG 266E 266DR JL •� _ CPL v `� �• OUT WALL 4' TO FOR L M •_ 1• II' -II 1/2 8'-4Y' TUB DRAM. 1-R F 5 2X6 i > AIR HANDLER 70 NAVE MIN. OF 4' CLEARANCE ON C Mt BITOLD -- ALL SIDES AND ENCLOSURE SPACE SHALL BE T1K 12' WIDER THAN APPLIANCE CL05ET t DOOR W/ OPT. BED ROOM °4 MASTER BEDRM OM v Fat ate. 8' r " CARFEI FLR '_2- 20'-4 IQ' EGRESS SH-25 _ 4X6w.CCL SH-25 SH-25 13BL-25 (.221 -24) (*22/ -24) (T22/ -29) �_ (.21/ -211V EGRESS �. PARTIAL FRONT ELEVATION 'B' • MASTER BEDROOM PARTIALVATION • ENT -"NDW_ SEAT - (92)0 wRw TIRE-zs Vl 050 FLEW PIa1E (+21/ -2W 2�'IAri+asocwSEAr ,,,,,_.,, - �4n Fb. •_ m^ (ELEV. B ONLY) - 022/ -29) PARTIAL 2nd FLOOR FLAN "Bill SCALE ='4'= ii . 2nd FLOOR LAN SCALE ='�i"= I'-0' NOTE: EXTERIOR WALLS WERE VERIFIED ALL NG I N E E R I G ALL STFWCTURAL WOOD HEADERS (�7) 77 'lit 3 rA - (" W. 77 of f [CIENT FOR SHEAR LOADS TO eE DOUBLE 2' X lo' UNLESS .-o. •iX 1a613 . TMMM[ SP10 M FL n716 NOTED 0TMF WI5E T-M-s a Armaismr -0 a•T. NOTE-- ALL INTERIOR WALLS TO BE 3 1/2' [FIELILED T : LEGEND UNLESS OTHERWISE NOTED. FOUNDATION PLAN FOR ] - NOTE: ELEVATION 'A' SI tOUt`! CELL LOCATION. 8'-0' AFF. 51di. WALL IIAMM HEIGHT- 9'-4" iEW,HT: II'-B^ ;RISERS: 15 1- l 1/2' EACH TREAITS: 14 1- IO' EACH .. . iSlind �uulaluuulN��l�a��aunua� --:umallouuul=lluuuuuuuulu� z® KITC14ENIM _YwL er RAI CL&RY C RR A ' • �010= C i C i�i:li � r f i I i ia = i F i -r" i �`UiIYtIN NII C �lltltl UIIIIINsf Nlilllll=�I�= � `'lllll 1st FLOOR PI__AN SCALE = 14'= 1'-0' - ■HALUSTAIR WELL i Vlom TREADCUT i I■ M s - IRM. ? IX& BACK 5TRIN6ER ; 2509 STAIR R11N DETAIL 4! (NO STAIR DETAIL IN 5TR3.kGTVRAt_ SHEET5 FOR ADDITIONAL 00N5TRUGTI0N INFORMATION R HB 50. FT. GALGULATION5 1st FLOOR M2 Ill 2nd FLOOR 1441 # TOTAL LIVING AREA 2509 LANAI 0. EN�T�RYY 15 * OIWER 0 CsARACsE 421 1P TOTAL AREA UNDER ROPF 2964 4 PATIO TOTAL AREA Z K <.•. ko O J LL 4 s 5 F?� fn� V@ Q s € L N mitt Hit a l'1 H by.N dta by- It-dinigl hdd br m1c of-sz-02 sheeit 0 A2 ' :` of: 40 PLOT "PLAN DESCRIPTION: (AS FURNISHED) LOT 77,.PRESERVE AT'LAKE MONROE, AS RECORDED IN PLAT BOOK 62, PAGES 12" 15 :O,F:'THE PUBLIC RECORDS OF SEMIINOL'E-COUNTY' ,.FLORIDA :`IMPERVIOUS CALCULATIONS (LOT ONLY), - - - LOT 77 CONTAINS 6250 SQUARE,FEET * (LOT ONLY) 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 33% t SQUARE FOOTAGE (UP TO CURB) - `I LOT 77 UP TO CURB CONTAINS 6800 SQUARE FEET,t,' THIS STRUCTURE CONTAINS 1505 SQUARE FEET t CONCRETE 873 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 4422 SO. FT. t CSX RAILROAD R/W - a I OLD MAIN LINE TRACK - - (UNPLATTEO PER THIS PLAT) - 50.00' N54.2 , 151/ 1 1 7g LOT 77 I a E - TYPE A DRAINAG1 1 .. - - I"-30' ,,1„ 1 1 GRAPHIC SCALE I — —•— J� — — — 0 15 30 - z 1> n z 1 Z N - Z 1 Z so 40.0' sv � Z I G•1 40.00' W _ 0I ()I � N PROPOSED - 9-8 °' (r LOT 78 0 o FINISHED FLOOR 16A g ELEVATION=13.70 n _p O LOT 76 O c0 cf CCII < COVERED FIT - ENTRY 13.0' .3'n 20.T so' so. in N EASEMENT I ...c, ..,..:;.;::. PROPOSED x.'T-'� 50.00 INLET (� ;, N325300}9�I PT 185.85' ! 424.48' PI S54'23'11"E 610.33' CENTERLINE OFJ I BUILDING SETBACKS �, ��► - RIGHT-OF-WAY FRONT: 25'. BRISTOL FOREST TRAIL REAR: 20' 50' RIGHT-OF-WAY SIDE: 5'LEGEND CORNER: 15' `�py�W .,� � BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH � _ POB POINT ON BOUNDARY CENTERLINE - PCC POINT OF COMPOUND CURVATURE PREPARED FOR: - - - — — RIGHT OF WAY X LINE POC. POINT ON CURVE - -- OR OFFICIAL RECORD CENTER HOMES PROPOSED ELEVATION PD - - PLANNED DEVELOPMENT - - PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE L DENOTES ARC BEAR 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE C.B. DENOTES CHORDD BEARING PLANS PROVIDED BY THE CLIENT. - LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION - LS LAND SURVEYOR - PRC DENOTES POINT OF REVERSE CURVATURE - PRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY - THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PCP PERMANENT CONTROL POINT TYP TYPICAL ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF SSP) PER PLAT A/C AIR CONDITIONER THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION MEASURED CBW CONCRETE BLOCK WALL LIST FOR CONSTRUCTION: FND FOUND C/W CONCRETE WALK RP RADIUS POINT CS CONCRETE SLAB ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA S//W SIDEWALK. C CHORD LENGTH FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES Ch CONCRETE PAD SO. FT. SQUARE FEET ONLY. THIS IS NOT A SURVEY PB PLAT BOOK R RADIUS - NG - NATURAL GRADE R/W RIGHT-OF-WAY THIS IS A PLOT PLAN ONLY PGs PAGES 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 1. THE SURVEYOR HAS NOT ABSTRACTED THE NO 120294 0035 E DATED 4/17/95 AND FOUND LAND SHOWN HERFON,170R EASEMENTS, RIGHT THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. OF WAY .RESTRICTIONS GF, RECORD WHICH AREA OUTSIDE 100 YEAR FLOOD PLAIN. MAY AF,rF t J; THE ,TITLE OR USc:r OF THE LAND THE SURVEYOR MAKES NO GUARANTEES AS TO THE 2. NO UNDERGROUND iMPROVEMENTS HAVE BEEN ABOVE INFORMATION. PLEASE CONTACT THE LOCAL LOCA;IiD�EXCEPTt AS,S14flWN 3. NOT :'A L�O.,PAIHUST'THE SIGNATURE AND 1HE ORIGINAL BEARINGS SHOWN HEREON ARE BASED ON RAISED SEAL QF A FLOPIDA LICENSED SURVEYOR THE NORTHWESTERLY LINE OF LOT 77 ANu MAPPER., BEING N3536'49"E PER PLAT. (FIELD DATE:) SCALE: 1" = 30 FEET REVISED: 1 _\; c Ov APPROVED BY: SJ F fi /� AMERICAN SURVEYING & MAPPING OF AUTHORIZATION NUMBER L8#6393 I Nf FOR lit �t THE �., JOB NO. ASM39601 PLOT RLdN�S/7/04 SDO CERTIFICATION 1030 N. ORLANDO AVENUE, SUITE B ' FIRM WINTER PARR, ELOPIDA DRAWN BY: LOT FIT 12-13-02 CKB .-32789 (407) 426-7979 GALEN K. BELL PSM #4 24 DATE FORM f00A-2001' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2509 LMR Oi Builder: CENTEX-FOX & JACOB, Address: M1 BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (W) 2509 ft2 c. N/A 7. Glass area & type a. Clear - single pane 258.0 112 _ 13. Heating systems b. Clear - double pane 0.0 112 _ a_ Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.50 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) ft _ c. N/A _ b. Raised Wood, Adjacent R=11.0, 399.0fe _ c_ N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.1, 802.0 112 _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 310.0 W _ b. N/A c. Frame, Wood, Exterior R=11.0, 1176.0 fe d. N/A c. Conservation credits _ c. N/A _ (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 fe _ 15. HVAC credits _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, I t . Ducts _ PT -Programmable Thermostat, a. Sup: Unc, ReC Unc. AH: Interior Sup_ R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A W-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 compliance with the Florida Energy Code. PREPARED BY� DATE: MAY Q 6 2nn4 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT.7 DATE: Q 6 2004 Review of the plans and TILE ST9T specifications covered by this �04 a �o calculation indicates compliance QJ,,,; with the Florida Energy Code. Before construction is completed d this building will be inspected for fl 4 compliance with Section 553.908 Florida Statutes. COD WE �v BUILDING OFFICIAJUNS RE ED DATE: C ITY Of SANFURD EnergyGauge® (Version_ FLRCSB v3.2) FORM 60GA-2001 SUMMER CALCULATIONS !' Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2509.0 25.78 11642.8 Single, Clear W 1.0 16.2 32.0 53.47 1.00 1705.6 Single, Clear W 1.0 14.2 10.0 53.47 1.00 532.7 Single, Clear W 1.0 18.0 40.0 53.47 1.00 2132.1 Single, Clear E 1.0 16.2 32.0 59.31 1.00 1891.2 Single, Clear S 1.0 16.2 32.0 44.66 0.99 1420.6 Single, Clear E 1.0 6.2 32.0 59.31 0.97 1847.8 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 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 1 _1 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 1 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 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 Y Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 48834.7 Summer As -Built Points: 52710.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 52710.2 1.000 (1.087 x 1.150 x 0.90) 0.284 1.000 16851.5 48834.7 0.4266 20832.9 1 52710.2 1.00 1.125 0.284 1.000 16851.5 ti, c, EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 6GOA-2001 WINTER CALCULATIONS r Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 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 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 7358.6 Winter As -Built Points: 9862.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 9862.2 1.000 (1.078 x 1.160 x 0.92) 0.402 1.000 4555.7 7358.6 0.6274 4616.8 9862.2 1.00 1.150 0.402 1.000 4555.7 EnergyGaugem DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 600A-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 �1 �p1 TEIfi ST 4 2,CIO � d � a rt,�S EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist r Residential Whole Building Performance Method A - Details L 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 corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. GA-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences-1 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 (EPL) 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 Cap: 42.0 kBtu/hr - 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 2509 fe c. N/A _ 7: Glass area & type a. Clear - single pane 258.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 42.0 I Btu/hr _ c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ftz b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162,0(p) ft _ c. N/A _ b. Raised Wood, Adjacent R=I 1.0, 399.0W c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 802.0 ft' _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 310.0 W _ b. N/A _ c. Frame, Wood, Exterior R=11.0, 1176.0 ft' 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, 11. 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, 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: Date: MAY 0 6 2004 Address of New Home: 13I BRISTOL FOREST TR. City/FLZip: LAKE MMROE/32747 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. W This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar""designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321I638-1492 or see the Energy Gauge web site at www.fsec.ucfedu 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) 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 r y .. .' , -. Desi n Information' Weather: CMando 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 Design heat bad 0 363W Btuh Btuh Infiltration Method Simplified Replaces quality Average Area ftZ Heating 2509 Cooling 2508 Volume (ft) 20072 20072 Air charqesftur 0.70 0.40 Equiv. AVF (dm) 234 134 Heating Equipment Summary Make WITROL Trade Efficiency Heating input Heating outPut Heating temp rise Actual heating fan Heating air flow factor •sr i a •.r. 0 Bluh @ 47-F 1400 f 0.039 dnUBtuh Summer Design Conditions Outside db 93 °F Inside db 75 'F Dew 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 ht. data n Rate(soiing multiplier 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 Total eeqquOn-ient load 37791 Btuh . Req. total capacity at 0.70% SHR 3.6 ton Cooling Equipment Summary Efficiency 120 EER Sensible cooling 29050 Btuh Latent cooling 12450 Bk h Total cooling 41500 Btuh Actual cooling fan 1400 cfm Cooling air flow factor 0.048 dmiBuh 80 % Bold/italic values have been manually overridden Plu-ibut certified by ACCA to mect all requirements of Manual J 7th Fed. �+� wrightsoft Bight -suite ftesigontial- 5:5,OO R0R26014 Z49% P.pr 4,� 1g,49;19 X-+Ck E:\FilesV\Fox & Jacobs 2002\2509\2509.rsr Page 1 Ah 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) 631-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 20072 ft3 x 0.0167 = 234 cfm 2 Winter infiltration bad 1.1 x234 Cfm x 32 °F WrterTD = 8243 Btuh 3. Winter infiltation HTM 8243 Btuh / 296 ft2 Total window = 27.8 BtuW and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20072 ft3 x 0.0167 = 134 cfm 2-Summernfiltationbad 1.1 x 134 cfm . x 18 °F SumnlerTD = 2650 Bluh 3. Suarier nfiltrafim HTM 2650 Btuh / 296 ft2 Total window = 9.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff. x 134 cfm = 3946 Btrlh Procedure D - Equipment Sizing Loads 1. Sensible stung bad Sensible ventilation load 1.1 x 75 cfm vent x 18 °F S nv"TD = 1485 Btuh Sensible load for structure (Line 19) + 29386 Btuh Sum of ventilation and structure bads = 30871 Btuh RatiM and temperature swing multiplier x 0.98 Equipment sing load - sensible = 30253 Btuh 2 Latent song bad Latent ventilation bad 0.68 x 75 cfm vent x 43 grAb moist.diff. = 2212 Btuh Internal bads = 230 Btuh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3946 Btuh Equilarmt song bad - latent = 7538 Btuh *Construction Quality is: a No. of Fireplaces is- 0 Boldlitalic values have been manually overridden PrnlrxR cent lied by ACCA to meet all requirements of Manual J 7th Ed. wreghtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 A+CK E:\Files\I\Fox & Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FAMILY a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 PDR NOOK/KITCHEN a n w a C n 0 d 1 1 90 1.0 1.0 11.0 3.2 54.4 10.0 0.0 b n W a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 LDY DIN/LIV/FOY ' a n e a c n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 a n S a c n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 MSTR. BR a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 M.BTH/WIC BDRM2 a n w C c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BDRM3 a n w C c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BTH2 BDRM4/GAME RM a n e C C n 0 d 1 1 90 1.0 1.0 5.0 5.2 54.4 32.0 0.0 a n e C C n 0 d 1 1 90 1.0 1.0 3.0 5.2 54.4 16.0 0.0 ,,� wrlghtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 ACCK E:\Files\1\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 ANYx.NLIt AhLA 1 Naneafroorn Enfire House FAMLY PDR NOOKdQTCHEN 2 Ler*daposed+nal 3210 ft 54.0 ft 4.0 ft 34.0 ft 3 Roornd iffEbm 17.0 x 15.0 ft 4.0 x 80 ft 24.0 x 11.0 ft 4 Ceiings Condt Option &0 1 heeYaogl d 8.0 ft hafl000l 8.0 ft had" &0 ft I h a" T(FEOF CST HTM Area Laid (BW>) Area Load (Btrl>) Area Load @W) Area Load (Bhh) EVOSLRE NO. Htg I Clg Htg Clg (111 Htg Clg (ft2) Htg Clg (ft') Htg Clg 5 Gross a 14B 4. 21 96E - 2T2 - - Eased b 13C 3 1 32d "' 1 - - "" "" 0 wedl.S 1288 0"" "" 0 partitions d 0. 0. 0 "" 0 e 0. 0. .«. .«. ..,, .... ... .. 0 ..,. .«. f 0. 0. ""' "" 0 0 6 V*d3nsar-d a 1C 37. 218 8057 - 32 1183 10 370 - glass doors b 8C 37. 1478 - 0 "" "" 40 1478 - Healing c 9C 38. 0 '" 0 0 d 0. ".` "" "" 0 ".' f 0. 0 7 WndNzard North 0. - 0 0 0"" 0 glass doors NEM 0. - 0 0"" 0 0 "' Cling 5W 54. 22; - 12294 32 "" 1741 50 212a SEISW 0. - 0 () "" 0 0 " South 30. - 973 0 ""0 1 0 Horz 0. - 0 0 0 "" 0 8 Olherdoors a 11A 18.91 12 717 484 18 340 229 0 b 11A 18 12 0 0 0' 0 0 c 0. 0. 0 0 0 0 0 9 Net a 14B 4. 21 802 383G 1651 240 1106 493 0 222 1023 elmsed b 13C 3 1 310 977 363 142 447 166 1 101 0 0 uvalls and c 12C 2 1 1176 3397 2286 0 0 0 0 0 pawns d 0. 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 10 Ceilings a 16G 1. 1. 1741 1838 2413 0 254 279 366 b 0. 0. 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 d 0. O.0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 f 0. Of 0 0 00 0 0 0 11 Floors a 22A 25. Of 162 4199 0 54 1400 0 4 1 34 881 (Nod:morn : n b 19G 1. 0. 399 453 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 is di pll.. d 0. 0. 0 0 0 0 0 C 0 0 forslab a 0. Of C 0 0 0 0 0 0 0 0 AoorS) If 0. 0. 0 0 0 0 0 0 0 12 Infiltration a 27. 9.13 2961 8243 26501 50 13921 4481 q 50 1392 448 13 StbbFal bs5=6+8 +11+12 "" 33046 "" "„ 586E "" Less exarnal heakV 0.. » . ,, . »» , . .. «,. Less tra isfer «» . » ... ,.. ., . ,, «» redshbfion ... ,. , .... ..» 0 14 Duct loss 10° 3306 "" 10'/ 587 "" 1W, 10 % 542 15 Total lass =13+14 36?r0 "" 6456 "" "" ""59W' 16 Int gams: People @ 30 1 0 E- 1800 4 - 1200 01- 0 - 1200 - 1800 - 0 1 - 120(t 17 Su6trtt RSH gainr=7 �2@+16 - 26714 - 4278 "" - 5191 Less edemal cooling 0 0 .. . Less transfer ,,., 0 ,.. _ ,.. 18 Duct gam 10° 2(i71 0/1"" 428 10'/ "" 10% "" 51 19 Total RSH gkF(17+18)'PLF 1DO - 29386 l.W "" 4706 1.W "" 41 1D0 "" 571 M Aa required 04 1400 I M "" 2491 2241 ft to A certified by ACCA to meet aA mquirer a of Marxd J 7th Ed. wrrfgF�tsoR Right -Suite ResidentialTM 5.5.06 RSR26014 2002-Apr-03 16:42:13 E:\Files\f\Fox 8 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 rvµvwy L c Inca 1 Namedroorn LDY DlfM7FOY MSTRBR, MSTHNVIC 2 UnglldeposeclM 6.0 It 64.0 ft 40.0 ft 30.0 It 3 Roancinersons 16.0 x &0 It 19.0 x 220 It 21.0 x 19.0 ft 13.0 x 16.0 It 4 C*igs Conr& Option 8.0 1 hedt000l 8.0 ft hsallood 8.0 fthgAbod &0 ft healkool TYPECIF CST FTT>\A Area Load (Bh11) Area Laid (Btri1) Area Laid (Btri1) A� Load W) DFO6UfE NO. Htg Clg �� Htg Clg ( Htg Clg (111 Htg C19 011) Htg I Clg 5 Goss a 14B 4. 21 4E"" 376 0 - - 0 - - Fused b 13C 3 1 "' "^ 136 0 - - 0 - - VOL and c 12C 1.9 C»» .... , . .... 32/ - - 240 - - Paltions d 0. 0.0 0 - - 0 - - e af 0. "" "" 0 "" "" - - 0 - - f 01 0. ... «» 0 0 - - 0 - - 6 VVrd wsard a 1C 37. - 11 - 0 - glass doors b 8C 37. - 0 - - 0 0- Heating c 9C 3& - 0 - 0 0- d 0. - 0 0 f 0.0 0 "" "" 0 0 "" 7 V*xbnsard North Of 0 0 - 0 - 0 "" glass doors NEM 0. "" 0 - 0 - 0 Cooing FJvV 54. 0 32 ""' 1741 - 1741 0 SEGW 0. "" 0 0 - - 0 " South X "" 0 32 - 973 "" 0 "" Hoe 0. 0 0 - 0 9-C 0 "" 8 01herdoors a 11A 18. 12 0 20 318 255 0 0 b 11A 18. 12 0 0 0 0 c 0. 0.0 C 0 0 0 0 0 D 9 Net a 14B 4.E 21 4E 221 99 292 1346 601 0 0 0 0 0 eposel b 13C 3 1 0 136 42B 150 0 0 0 0 vats and o 12C 2 1. 0 0 C 0 298 M9 560 240 691 partitions d Of 0. 0 0 0 0 e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 0 10 Ceilings a 16G 1. 1. 0 0 399 421 2(J6 220 285 b 0. 0. 0 0 0 0 0 0 C 0. Of 0 0 0 0 0 d 0. Of 0 0 0 0 e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 0 11 Floors a 22A 25. 0. 156 0 64 1659 0 0 0 (Nod: room b 19G 1. 0. 0 0 3t99 0 c 0. 0. 0 0 0 s dd.'pl- d 0. 0. 0 0 0 0 0 forslab a 0. 0. 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 0 0 12 Infiltration a Z7. R 0 84 2339 752 Wl 0 0 13 SutAoWbss�+8_+11+12 "" 'w - - 8515 - - - 911 "" Less eternal lerg ... - « , - - - .. - Less tanfer .. - «» - - - - 0 - Heating redsfibrdon ,,.. .... .. ,.,. , ,. ,... .,.. 0 .., 14 Dudloss 101 "" 19/ 852"" 19/ 378"" 10% 91 15 Total loss =13+14 - 414 9371"" "" 4156 loaq 16 Int. gains: People @ 300 C"" 0 1 - 300 1 ""300 AppL @ 1200 1 600 0 - 0 "" 0 17 Sr�tRSHcprr-7+8..+12+16 - "" &30 "" - 4781 -3440"` ""751 Less edernal cooling - «» 0 • » - 0 - ,,•• «» ,•» Less transfer - «» 0 ... - 0 - ,... .«, .... Cooing rr on - ...< 0 .... - 0 - .... .,.. .... 18 Dud gain 101/. 70 10'/ - 478 1(F/ 344 10 "" 71. 19 TdalRSHW -(17+18)'PLF 1D0 "" 7� 1A0 Sr�J 1D0 1A0 - M Ai negrred on) 1 37 "" 361 251 "" 1 "" n• •c ny i r ' ' i• cr a ti • ��T'I�T �i wr•gF itsoft Right -Suite ResidentialTM 5.5.06 RSR26014 2002-Apr-03 16:42:13 '�'Cp E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANI TALI Th Ed 1 Namoffoorn BDRM2 BDFM BTH2 BDR2NA4GM EFU 2 Leofeposedvnel yp 15.0 ft 28.0 ft 6.0 It 420 ft 3 Roandrnsaors 15.0 x 17.0 It 13.0 x 15.0 ft 16.0 x 6.0It 18.0 x 18.0 It 4 Ceiings Ca A Option 8.0 h.Wood 8.0 ft heafbool &0 ft heaFrcool 8.0 ft i hodkool TYPECF CST HTM Area Load ftb) Area Lmd(Btih) Area Lced(Btrh) Area LoadW) W_ EW0SL Na Htg C19 (ft� Htg Cl9 OF) HftJ CLJ OF) Htg I Cl9 (ft) Htg I Ckg 5 Gross a 14B 41 21 C 0"" "" 0 6posed b 13C 3 1 "" "" p "" «" '." "" p ". A& and c 12C 2-E 1.E 120 "" 224 4E"" "" 336 parlors d 01 0. "" �'' 0 e 0. 0. "" ».. ,.., .,.. ,.» p ... ,,.. 6 Whims" a 1C 37. 1 591 16 591 48 177 glass doors b 8C 37. '" 0 '"" 0 Heating c 9C 38. - p 0 d 0. 0 0 0 e 0 .. .. ..» p f 0. «. 0 »» 7 VVrd Arad North 0. 0 C 0 glass doors NEW Of 0 0 "' 0 "" Cooing ENV 54. 1 870 16 870; 'm �11 SESW 0. 0 0 .. 0 San 30. 0 0 0 " Horz 0. "" 0 0 "" 0 "" 0 8 Odoors lher a 11A 18 12 001 0 0 b 11A 18. 12 0 0 0 0 0. c 0: 0. 0 0 0 9 Net 14B 4. 21 0 0 0 0 0 eposed b 13C 3 1 0 0 0 0 0 Wells d a 12C 2 ,. 104I 300 2L122 � 599 401 , 288 m partitions d Of 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 0 f 0-10. 0 0 0 0 0 0 10 Wings a 16G 1. 1. 2f 263 353 195 270 96 101 1 324 342 b 0. 0. 0 0 0 0 0 0 c 0. 0. 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 0 0 11 Floors a 22A 25. 0. 0 0 0 0 0 0 (NOLe: room b 19G 1. Of 0 0 0 0 C 0 0 is c d 0. 0. 0. Of 0 0 0 0 0 0 0 0 0 forslab a 0.( Of 0 0 0 0 0 0 floors) f 0. 0. 0 0 12 Infiltration a 27 9.0 iq 446 143 16 4461 143 I C 481 1337 13 StbW bss=6+6. +11+12 16JG "" - 1842 • •_ ... •,• .. ,• ` ••» 'm 0 - Less eternal heating a«« •«, •••• .�.» Less transfer +* - • •• •• • Healing D 101 161 IN 184 10/ 101/ 214 15 Total loss =13+14 17t7; "" "" 2026 "" 264 "" 4711 16 fit gars people @ 300 C0 0«••0 0«« 0 1200 C"" 0 0 "" ,.» 17 SLbU RSH gan=7 R_:1.1 +16 .». ,.» 1589 «.. «,. 1688 ..» ,.» 22E„» Less e(kernelcooling «,. .«. p 0 Less transer «,• p ..« .._ p .... «.. 18 Dlxtgain 1 157 10y/ "" 169 10'/ z 101/ 19 TafalFiSllgarr (17+18)'PLF 100 ""` " 1A0 "" 18Ei7 100 1A0 44`h tiT Acregrired (rfn) "' 82 "'" 88 "" , 1 - 181 21 Prhw certified by ACCkth meet al mquirem� of Mares J 7th H. wrI4E9Fl1tSo1FC Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 MCA` E:\Files\nFox & Jacobs 2002\2609\2509.rsr _ .Page 3 rJriPN��- ���^ • , r-• P ` I 1 � SIT I I 3 2 1 REVISIONS 9 .3 INTC11uCDNrz 3rLE3 ran If' WIOC DOOM 1�AQ.0 w/ roc-L-La (TOP P nor REV, N0. 20NE: DATE: ECN NO. APPvD: DESCRIPTION G4 TtF1 SKIN) u0 uRc�HW c ADrRs [ (.LGNG wn?A). MWW OTT (1) WAS (2) FOR TRACK BOL SLCiT f OPTIONAL tl'O ABC S.SUC O1S AWIWL[ LASS On►. A f4u ON-e� i 20 G WN, CND STILC3 ATTACHED rD DOoot HON O�OTw TRACK (TO ynN wIM PATENT m 100-L-= SYSTZY/ ,D � RO►, eo110u r CENKA). p E3 HCw Y ,7.OA. STEM O Tq DID 44" WITH ua rAfrzNco Ty w000 AYAS wN RW (7) s/If•SI-aN .w000 W SCAEwf, LISTED y.<N ppwf IT Li CK iT � C N AVAEASl1 K /M OPTION n 1 601 I IV I NN .C. N NT OALY. fT[4 tAKK, t, WN. TRACK 114CKYHSSSt .Oeo' - 'v /`�` OCK POSInON TrP. 2-1/••sill DA GALV. rm TRACK O A". / i �i 01 PowT=t).00KWO (4) TAACK WLNCTS PEA SIDE, REPORT 9606E LlNTMae Zoww,* =:C # C •., ]' . 20 u U-&,,% COUPLI TRACK _ love NI.M•ft;l nPlkYl H .:':� PA11T71N ML TWO Y 00m .)ON eVp}TpW(1ytl s•- � 11 GI NM MON. ETC) EIw/e• WRf �CTK UAW% lyy� or 3 A OOI. OM" KOO LOCH POSITION 14", DOOR WON - IV-0' 0 0 ' )yav nrvATTnuS 1 /'.7 .' 7sV' i SCRCwS . I• ,. TNn ti!N� . ylv INrrAurnurr Nwc[ NOItI• rAONr rMNC WITH U.V. I • ON ,3 1 OA. e OOOR3 yPTO T•.0• NICH CONS{IST O/ (3) SCDTIONS SHOWN . wA3/Ip AEOIIRCD. LNl SCROD WAY PC GOWNTUt"K 000R1 OVt1I 7'-0• NKM CONSIST Of (a) SCC710N3 (NOT SN N). C6.TM0 ON OUTS,DC fUNKt (1UT NOT RCGUIRM) TO PAOAOC A n.USH 6MKnNO STOP WUtDWC eY DOOR MSW1111 (TO SUIT) y001'" HORIZONTAL AWBi 00 NOT TRA/WfA LOAD. Lb YpLOw PINK YWS 70 OA WN. GALV� STTZL END STiIL O' THICK I/S KIT 4 LOR 30 GIV. STEEL ArtU. SMC n WOLDEO INSIDE Srr NSA-A2�� - _ I C.V r✓yV 31TC1 tAACK [j vrC egACW 116.1- 1p W000 UYO� !7 GA. WY. STEEL M BYO/4' ►AN NEAP SCRLW WTTN ONC 8/1Y.1 .S/S• lAa 3CAV D+- 7NVI COArzO WIM 0-+0 NW. 0 fCRCwS PO, U1D SA/ 11 (C-•0 PQ }RICJ MACKCT, GLLVANZINO, OANCD-OH PPWU, eLO0() 0R 2. CUI1CRs (3.000 ISI YSL COMU,ETQ O/1 7/If' I.O, AOUNO PVy1M AND' A eAKEO-ON ►OLYLSrN I/•'. iWCON SCALW7 ON IT-1/3' WRO,3 (100G /AfT(NN (h/[ TOP COAT APPU[U TO e0M 3ALV urON ENGOCS CONCA<T[). MAfH013 WCWOm WITH An CG I H1-L�. WWN'rSC 6KAS Of 3TECl SKIN. ,! U. OALv. STEEL TOP ONTO VCJRICAL TRACK. SHtflS A.CJgRf, 1' 0.0. NM, WASHER ACOVVtCD 2' "V. STRI TRACK /AJTDITD i0 W GALV. NwOC/S� //J,SR-- RIXiLI OI,ACKR. EAA1 ONE iNA► WCN ON (SET w/CHOn3 NAY SC C AV CWMK I7 G CALV. 3T[ST 1CK F BAACKETT. fAS !0 N w .) �I fMftT AL W. T. w/ A) INTO R" �/ a 0/ �A. (Sui IKIf IG7UWCD) TO MM C A /I.VSN TRACK ATTACHED TO SA/Q(R It.a3�l �K 4N0 11.53/0 SHEET UR uOIWnHO 71WAOC. ND AdMTX UAHBS DO HOi WT1H OIK 1/4'A8/e 00Li NUT 4) , 4 A7 ♦ T waves /tll WD. "GE, SHIP W JOINTS. H)RM3, rMHSCDI LD.O. OR TVO 1/4. OK ft-4m ounnc KRCO IwHo,t (NO 2' Ow sNOAT•sTfL, Io ►ALL st¢L AOLZLR. I. oA. CALV. STC0. / ES. i siKt �•�•A rOtlCY HLAK WLST[M4D. P.C. C�T1wNCi0 TO tti' ISMOYm pero�,MN nP .—A. en —1, ur�r. NORTH PCAA . 0. 446 (17i71 LOCH SAN )' TALL U-SAH d (A) 14'K.S 4' fEV 2a a Ouv, STCCL TAPPsq Sd,CW'S. V4� rnAa oNEMCAGICSW �n_�. TM ocscH 0" THc SUPPOATwG STRUCT"VRAL cz4MTs DESIGN LOADS: +24.0 PSP dt -24.5 PSP y wN. T(RD STRENGTH; >a K3 oursIOC EACH SIDE S TTL SC TNC PlSIONfRA7C OPOPTING PAorEs3K3w or TEST LOADS: +36,0 PSI do -37.0 PSF IDk WHOLE OF DOM ACCORD TOR TA SUILWIO OA-fTW.%MAE AND W KCOAOWKX O' TAU.. 20 CA "V. STILL U-SMS ENO 3UOE BOLT WIN CUA MT PJKDMO DOM TOR THE L046 URED ON a.u„n tKHK.ATR K lull L I W A 2-1-2-, PATtuH (,.C, Two V-SAR7 STILL LOCH lW.4M TI/S OAAWU/C. PK rM A AN ftAL I.SA PART NO,: - 1-t/1' ON BDrrou sEGr1OlY, ONE Zrl ON Nf7n WTO VCATkAL A A KCro// RC�. lN.nl V-SAR ATTACHED TPA:K. ONC NOTICE, WHIRS SIaW Owrnl.. 512 MaMwl' 6L $liif 1600 T WTN 1%+'■3 4' SCV TAPPING SUMS LOCK a c..rNnuN/nwuwr N.'^w., • Cine(nnotl OH 45202 Pf7, E LOCATON rAOIAY YKbNO MmCTs CO TOLERANCES Pr. IDEAL T�. „a I•Slryyyyl./aDG of DOOR.w wK-wf w.ln w ArY w Syr �GapylL Cu Na I-51 y.tf2-J51f sronoN A.A ntnt Ylrw, ltlSaL. 'qy -+a .•AT..Hr.., Fw ' I nry nlnl� ,I-, A. AN.r ..I,/w�L r.Iw w •� ' t•O)S DESCRIPTION; MODEL 6RST W4 16-0 K 6-0: 24/-24.4 DESIGN LOAD OWO, 17 GA. G+Lv. 3TTa BorroN pMCHR. /," w 000 DRAWN BY: 8MM GATE: 4/18/00 SCALE: NTS ATTACHO with (3) /IhS/4sm ucrAL SUMS. ix �i'^.� •wIW 'A.•M^^'. RAWWNUM ccmu ON .f�YCCC7YY' O.En•a . 11/1' CHECKED 9Y: Nw+v DATE: 4/16/00 SHEET ) OF 1 512E 1.J TPIrO %I, a W,TI WCAMERSTRIP. /Pro M:A. a - UnW f1wN4 OIMM4. REV, N0. t 1 DWEN3oN5 At w Sc+Es. OWE. NO.: 102138 0 a e �pnF DESIGNATION- Thom a-Tru In -Swing Door Wood %romas System MAX 18. O C QFSlQN PRESSURE RATING MAXI' IAA ALI NOA(INAI Sl F• Single up to 5'4 x 8'0 w/wo side0os J Single Positive 67.0 PSF Negative 67.0 F'SF W Double up to 8'4 x 8'0 r/wo aidelitoa .e Single with Sidelites Positive 60.0 PSF Negative 47.0 PSF K tV Ila.Rl tr CONn[URAT7aN�: X, OX. X0. OxO, XX, OXXO Double *Iwo Sidelites Positive 47,0 PSF Negative 47.0 PSF N O CO I r ENFRAI GFSGRIPTION: The hood and side jambs an rmgsrjoint pine 0 measuring a min. 4-e/16' with o ': /2' robbete0 stop. G CU -d] ). ,y,• '.' J/16' TAPCON MAXte' O.C. CC O O TYPE ANCHOR 3' t/2. DRYWALL . J/le• TAPCON Y '+':�"• t . 2 nRRWG 3 ¢� . TWE ANCHOR ! •• �i9 . '.1/2 -..t \J... H •, .... •' ,; .. 9\ MASONRY LW7FL t�0 Q 1 x 2 fIRPoNG 1i ., I t MASONRY � a ,', •� • I!' 2X 9UCJC '�•. • e' 1 ... " Q , .\ Ii n y •. 0 0� j Ol ��'t � � N •y ,' J�B �T J✓�f � V VV M . 8 , 2-1/T• / (S.e not. 2) J CONCRETE PIN ws .. b , AEAO JAMB e y ,.. MASONRY BLOCX NFAD JANB J 4 C . . ro tx sue-eucx 1/2' bRYwAU 3 IX BUG( 3/I6' TAPCON C8 I x t nRR.n; 2 W +�_{1 1/2' L*nwALL TYPE ANCHOR Z 2X WtICK Q +1 1 x 2 nRRIHG ;t �., y ELCO TAPCON Of' EOUAL INTERIOR' (233 I.S. SHEAR RATING) • • • O ' ••' 3/16' tAl'CON In J- O (soe note 2) Q Z O 8 x 2-1/2• .,:: , • }h Cr O 3 •'A.' r a Of 2 to TAPCON .3' WAX. - Yyy�µ1 _ • ' .7WE ANCHOR - SHIM SPACE ~ • •j 1/ t 4 MIN. :rld A. .. vER71CAL SIDC akW8 r,w r tx sue-eucK �Bunallo SHM VAa� .j r - ONSVLTAHTa, INC e,�:: eu.aa�.Jlu1 .. 1.W UK JAtQgi 1. This system has been evaluated for use in locations cdherinq to the Florida Building Code �1 VERTICA SIDE awe and when reuuro DATE s/J/01 p regwnmenta oa dobrtninsd by ASCE 7 Minimum Design l.00d! for Buildings TO 2.9 sue -BUCK SCALE: N.T.S. 1 1/.• 1eK end Other Structures do not exceed the design pressuru ratings listed heroin. Pi .. DV/R. BY: W.LN. 2. For installations where the sub -buck is loss than 1-1/2' (FBC section 1707.4.4 Anchorage Methods CKK. Br: RW. and sub-eeations 1707.4.4.1 and 1707.4,4.2) Topcon type concrete anchors must be used and the - DRAWING NO, . length must be such that o minimum 1-1/4' ongagonent of the Topcon into the masonry wail is obtained. T-02201 aNaR t or 1 Oil, M00ET- DESIGNATION: Thermo-Tru Out-Sring Door Wood frames System tGN PRESSURE RATING: 3 WAX 18'' O.C. Sin le Positive 67.0 PSF Negative 67.0 PSF l..I ,'IMUM GVE%1AIL NOMINAL. SI F• Single up to 5.4 Y 8'0 w1r0 aid•I'tn gZ I� Doubleup to 8*4 Y 8.0 r/wo aidslitaa '• a Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF N •` Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF Q to uV.R F .ON IMJRATIONS X, OX, X0. OXO, XX, OXXO - I nn".•RAL OESGRIP7ION: The hood and sdo jambs on Mgerjdnt pine O � moosuring a min. 4-9/76' with a 7/2' robostod stop. C HASONRY LINTEL �+ Lal 3/16" TAPCON - I x J FIRRING �' ..• •' TYPE ANCHOR 3" . MAX 18" O.C. 1.— a,: Z MASONRY LINTEL .., �I r•� OA MO ALL 3 ai % 1 x 2 FlRRINCDRYWALL • r1.3 .r �• 3/16" IAPCON L J/ 16" TAPCON �n m I N h TYPE ANCHOR .y 25' MAX. o .'! ' ^+e "• SHIM SPACE e 1 EX7P8108 tfTMOR J v o a . JNTFBIQB N •y , 3/16 TAPCON J h I u Y y< L y ' TYPE ANCHOR V u Z J a7 -W •eto4 O O SUB B HEAD ,IAMB UCK T 1X - _ u 2.-1/2" i� � .y _ •y .•. ' PFH WS n tf ". CONCRETE y''J HEAD JANB o MASONRY BLOCK 23' MAX••. '. J 70 SUH-B SHIM SPACE —{I1 i.25" MNr• t` Eltq. J ; 1 1 MIN. _ ~ '_�..t 3/16" TAPCON 41 EMS. O TYPE ANCHOR ySi' +' a. •' r zi. ". . ELCO TAPCON OR EQUAL 3/16" TAPCON VUW1 •fie 1.15" MW. TYPE ANCHOR Q EMB. v (2J5 LB. SHEAR EATING) 25" MAX a c (/1 Z b. SHIM SPACE' �} O IN7FRIOR L = N .15" MIN Vr d�a 18 Y 2-1/2- PFli i`r. C-SINK I rL ERRING O f.'%Fy T to DRY`MALL 'aW 222AL SLOE JAMB IX BUCK .. Tb 1X SU8-BUCK eultblNc a+su" CTANTs, we iNTFRl4B 1 x 2 FlRRINC NO 1. This system has boon evaluated for use in locotlons adhering to the Florida Building Code 813.684,3831 I .15' MIN. ORYWrI.L and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings C-SINK DATE:. 4/3/02 2X BUCK - and Other Structures do not exceed the design pressure ratings listed herein. SCALE: N.T.S. F VERTICAL SIDE JAMB 2. For installations where the sub -buck is less than 1-1/2" (FBC section 1707.4.4 Anchorage Methods DwG, BY: w•LN. TO 21 SUB -BUCK and sub -sections 1707.4.4.1 and 1707.4,4.2) Tapcon type concrete onchom must be used and the CHK. BY: R.w. length must be such that o minimum 1-1/4" engagement of the Tapeon into the masonry wall is obtained. DRAWING NO, 3. When using a IX sub -buck a 6-9 16" jamb is required to allow for min. edge spacing for Ta con type oncho s T-0220J - _ g / 1 V 9 P 9 D YD sHW 1 a t .tI . POOFIL DESIGNATION, :. Therma—Tru In —Swing / Oct —Swing Door Wood Frames System MAXfMIUM OVERALL NOMINAL SIZE Single up to 5'4 x 8'0 :Iwo sidelites Double up to 8'4 x 8'0 r/wo sidelites ' L&ARLE COUFI. , AT1ONS: X. OX. X0, OXO, XX, OXXCI f N D S .RIPTION• The head and side jambs ore fingerjoint pine measuring a min. 4-9/12' with a 1/2' rabbeted stop. l.. MI IRI r 7Y - vEitnCAl SWC AWLd o LT' T- a& r f r` OESI •N PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSI' Doublt w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF 0 6.0' L DOIJBj E DOOR 0.0' SINGLE OR DOUF31F DOOR WITH SIDELITES 1112Thhis 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 Buildi.i)s and Other Structures do not exceed the design pressure ratings listed herein. $13.684.3631 pUC 4/3/02 SCALE-- KT.S. DWG. BY: W.L.N. CHK. e'n R.W. DRAWING N0: T-02202 s vn t 0, 1 THERMA oTRU® TUBER CLASSIC1'SA100TH STAR' RJSW WO 6-8 S94GLE AND DOUBLE W/d WlotgSIDEUTES. INSULATED FIBERGLASS DOOR WITH WOOD FRAMES. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MLAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MLAMI-OADE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS eaF REQUIRED FOR SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min, yield strength Fy(min.)-6,000 psi SmoothStor - 0.070 minimum skin thickness FiberClossic - 0.110" minimum skin thickness lore design: Polyurethane foam core. withl.9 Ibs, density by BASF. The ppo el skin is constructed from a 0.070" thk. ee mo mg compound (Sk1C7. The interior cavity is fitted with 1.9 Its. density BASF polyurethane loam. The poriel lace sheets, ore glued to the wood stiles and Boils. Th4 LVL latch stile s reinforced with o wood lock block measuring 2.375 x 14.0 long at the strive and deodbott locotion. The hinge stile is Finger Jointed Pine and the top and bottom rail are of a wood composite material. In the double door app6cation the inactive door is fitted with on extruded aluminum astragal (Wind Jornber 8) of 6063-T6 alloy. 1�ctron• The lrome is constructed from jointed pine. The er is la�p to the side mbs with (3) 169a. 1/'crown x 2 long stople at each side. The mullions are secured together in a sidefite application using /8 x 2" long PFH Wood Screws (6) screws per each mullion. The units use an Inswing Saddle threshold measuring 5.75" x 1.548'. Clio in : The sidelile panels ore sordwich glazed usi a two piece p tame. ey ore dry glazed on the exterior with on 1/8" thk. cellular gglozing tope (Stik-II Tape) a caulked with s&,one. The lite frames are held [0"r with 'a 8 x 1 /2 long Plascrew. TABLE OF CONTENTS SHEET #1 DESCRIPTION 37.5' MAX. OVERALL WIDTH 36" MAX: PANEL WIDTH w x LU W = a o J o 6 O X `Q N N � .J� UNCLE INSWING UNIT 74.5' MAX. OVERALL FRAME WIDTH -- 36.625' MAX. PANEL WIDTH W A57RAGAL x ca x w tl J J 0: 0 X Im 1� DESIGN PRESSURE RATING UNIT TYPE RE W RE EUIRE ENT ERINFILTRATION NOITTNEEDED SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF SING7de LRARJU WITH SIDELITE + 55.0 PSF - 55.0 PSF 105.5 MAX. UVt KALL r-c. rliV�n 36.625" MAX. PANEL WIDTH W/ASTRAGAL I D - a aF1[ m I riiim 11. r 15.5" MAX. FRAME WIDTH 13. MAX. WIDTH 7.125" MAX. D.L.O. WIDTH ALL MODELS 68.5" MAX. OVERALL WIDTH ARE HEWED 36" MAX. 15.5" MAX. FROM INTERIOR PANEL WIDTH FRAME WIDTH 13.75" MAX. WIDTH 7.125" MAX. ? 1 D.L.O. WIDTH w � d 4 CS _ O> 0 CO OV)OOD 8no o tr �Q00 W T IL 1 813.654.3831 1 LO `8�a V'oA.YA scN.c, N.Ti5 G owa. BY: Tit j�/� /� �jg� g cr,x. srW.: RW 1�d�C3�1/� V Y' CTURM. N t E S N' /�-r_ ✓ eA J 1 OF MASTER:. F, # / w O N - • 16 0Lo000 13 17 CC z o n 13 17 20 UQ�� =OwO 20 �O�o a z:. • w 29 co 2 a 42 W �p 4 w o''op 2 ` °'ti �opa 43 wo I Z 33 �; �, °' 38 0' o SEE NOTE 7 _ 34 <. 0.. S SHi. 4 e oo x In .00. a X = �� vg,4 &N t>Z •p 6 V SE41NOTE 1 SHT. 4 Ed to .sue v = o + ° _ MIN. Qa (L 7 Mtn .5• GLASS THK. EXT>=RKM P NT RI R a h ¢ of EXTERIO I RI R & Q3 25 o a 0` 1: a M MIN.o O1 `� h1.68" FOAM GASKET &N PANEL THK. o. co SILICONE CAP BEAD p.o COu O.�O1.68- MIN.1..PANEL '42 THK.b 1—cz, 5 40 8 .151919SEE NOTE Z �m 14 5 SHT. 414 m In W 29 N W _ El • d, . a. a ... oac 08 10 01 . :112" - 1 OMc. er: TJH • . , d . c• ..'a . BY; RW d, �� " nOK 'o �\� 5-2151 IN 2 SIOELITE PAN y �1 YJ V'L ►+ s,cn 2 of 8 2 DOOR PANEL /', / 24 FXTFRIOR SEE NOTE 2 8 7 SHT. 4 27 INACTIVE s — Z Y . 3 co s J e Z ASTRAGAL RETAINER 31 a BOLT 8.0' LG. TOP do BOTTOM (2) BOLTS INT RI R AT TOP do (2) AT BOTTOM —1'\ HORIZONTAL QROI�S SECTION 3 ® ASTRAGAL _ 1.15' MIN. EMS. f--.15- MAX. SHIM FOAM CASKET do SILICONE CAP BEAD USI1�, / ZE TE O 1 29 1 SE NOTE 1 v0 SIDELITE TO BUCK W O> n O ONO 6 aOO� O ACTIVE a O r7 J � ----- _ — = O LJO �° .. O - 3Q00 ° ao = SEE NOTE 6 SHT. 4 -1 kz n, - � Z JO a FOAM GASKET do vino > z v SILICONE CAP BEAD Ln Nv) 34 a 1j 00 2 O — INTERIOR z Y 36 U a S % J 41 Ld J 26 9 10 28 `O a SEE NOTE 1 6 10 'o < 37 ' a SHT. 4 n SEE NOTE 7 SHT. 4 2 H RI R TI N 3 ® HINGE JAMB TO SIDEUTE ClE?�'iri �e L D•i.-16APk '� } -77"", v- 7—,ry 813.584.3831 u 08 100 112' / Br: TJH c. BY: RW WNG No.: S-2157 ar 3 of 8 a.. I I 7. 15" MIN. EMBED. 15" MIN. C—SINK a • s , • •' 13 .25' MAX, SHIM SPACE HORIZONTAL CROSS SLUM 4 LATCH JAMB TO BUCK, o� e, a -• o: NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5 16.5". 27.5", 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 ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 37, 57, 18.25". 40.5', 59.25", 74.257, 76.25' do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA x 112" CROWN x 2" STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE. S. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5", 31-, 48.5- 66-. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4' iN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEM NO. 43 (18 x 2" SCREW) SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7 USE ITEMCHIG THE HE TO THE NONE 2 (/ 101NxG 2- SCREW). WHEN ATTACHING AND THE K THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (110 x 1 314' SCREW). ZY J b Q —a FOAM GASKET do SILICONE CAP BEAD 1.10 EMBED. .15" MIN. 13 C—SINK ° e: 8 Y 1 7 w 10 FXTERIOR y e � e ° e• _ o 1NTFRIQ 4 10 6 26 9 GROSS SEriIlQN .25' MAX. 4 HINGE JAMB 70 BUCK, SHIM SPACE SEE NOTE 5 SHT. 4 :N IT z� �v1 z= J 41 �z SEE NOTE 1 — a SHT. 4 3 H RI ONTA R N 4 ® STRIKE JAMB TO SIOELITE SEE NOTE 6 SHT. 4 Z Y Z�z =a SEE NOTE 7 SHT. 4 O >_ � � N O co 0 co Ct g O Lj U� = O 1i1 O co Wz 00 d F 813.684.3831 try: TJI BY: RV Nc .o.: 5-2151 r 4 or SEE NOTE 3 SHE 4 3" --i SEE DETAIL "F' SHT. 5 6" 6" 6' 3' 3" 3" 6' 6 SHT. 4 SEE DETAIL 13 - "G' SHT. 5, TYP. SEE DETAIL_ 'H' SHT. 5 '0' SEE OETaI E SHT. 5 SEE NOTE - TI(P. 6 SHT. 4 m13 SEE NOTE D" TYP. SHT. 4 1 L--1 I�1----..{emu 4E 1 3lo ESHT. {►- 6' 6' I I T I E- N n 13 TYP' n N i n * Lo — — in ZN--,_SEE DETAIL 'n N 'E" SHT. 5 of 'n 13 TYP. SEE DETAIL 'C" -C" TYP. 'D" 'G' SHT. 5 — ' 14 TYP TYP ' 3' 3' t—� i� 3" ' 6 6" yp—r2 10 3" _ 3• (i 6' CENTRAL SWGLE DOOR DOUBLE DOOR W/SIDELJTES � g NIANIIFI�CT ..Tr,� ,STAIR FILEtA A o.357" BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 0 13 r 0 0 13 10 f 0 PAIL "F"F" DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS nrun "F" STRIKE PLATE TO FRAME DETAIL"G" AT THE THRESHOLD AC ~ 1 \- SEE NOTE 4 SHT. 4 o> r, LY cV �o 00 0QO� a: ZOM OSwLo =Owo wGo a �^ ONSUlTIMS. ENO 813.684.3831 rac OS/10/Oi MALL. N.T.S. DNO. BY: TJH NIC a+: RW DRAMNG NO.: 5-2151 san 5 OF 8 N N h O J �a _SEE OETAI 'E' SHT. TYP. NP SEE OETAII "F' SHT. 5 _.�... ..._ .—•--1�'-�' 6" 3 _ � 6" 3 6- 3 -i 36" 63" r 3 6" --i 3" I I I I I I I I I I I I I 13 I_ SEE NOTE 13 = TYP 3 SHT. 4 SEE NOTE SEE NOTE SEE DETAIL 3 SHT' 4 — 6 SHT. 4 — "F" o o TYP. SEE DETAIL — "G" SHT. 5cr = 13 — SEE DETAIL L SEE DETAIL Typ, N 'J' "E" SHT. 5 5 _H" SHT. 5 J" — TYP. — — 13 J" SEE DETAIL 'K" .M. "K TYP."_ "Mo _ SEE NOTE "G" SHT. 5 14 14 4 SHT. 4 - 14 - TYP. - 14 TYP. TYP. 6" .....� 3" �i -�1 F` 6" 3" -�i 6" 6" 3' SEE NOTE 3" 6" 6" 14 4 SHT. 4 6" 3" 3" ® ® TYP. SINGLE DOOR W/SIDELITES DOLI _LE DOOR 453" GLASS 1 BTTE EXTERIOR v 1/8" TEMPERED 25 CLASS �.• 0•. .. O: O .25" AIR %O 0. O `• SPACE o.. a L . Y z 1/8" TEMPERED Z Y GLASS INTERIO Ln 6 36 ;Acd U In � 41 - a SE NOTE 1 STEEL INTERCEPT SHT. 4 .25' SPACER INSULATED GLASS LVL TCM LITE FRAME. GLAING DETAIL .463" GLASS BITE _ 1/8' TEMPERED 40 GLASS 0 O .25" AIR 0 o 0 'o SPACE o .. 0 0 `o Y z 1/8" TEMPERED GLASS 41 ANTERIOR 36 ii SEE NOTE v' m w 6 1 SHT. 4 a .25" STEEL INTERCEPT SPACER 5' INSULATED GLASS W/ RTS LITE FRAME GLAZING DETAIL 'lly �Nwc 613.68�.3831 L 08 10 01 +v: N.T.S. c. err: TJH K. BY. RW wNc NO.: 5-2151 En 6 OF 8 1.063" 4.563" �-F- 4— , ) 021 WOOD FRAMFINGER JOINTED PONDEROSA PINE 28 C .097" O 4 x 44 x 4 STEEL D00R HtUU :O j-1.077"—{ t�lI F -- L .531 " ---1 42 C0 1.845" — h-- 1.284"---I JWT o Obi .-- 1.531 " --i O FC TOP RAIL WOOD COMPOSITE j-- 1.077" --{ o c:nc: M, al AM C117F STII F 36 FINGER JOINTED PONDEROSA PINE - 1.264" f O ^ N N II 00 N O FC, LATCH SIDE STILE COMPOSITE n n h----f-.526" 2.713" TCM (THERMA-TRUSS POLYPROPLENE) 34 PLAS71C_LIP UTE FRAME EXTRUDED ICM --1.255" --+ TT N1 ° n L {--1.531 " 0 FG WOOD HINGE SIDE STILE T 5.75" N N 1- o � Ln O4-- 1.531 " ri FC. BOTTOM RAIL SF1 F ADJUSTING SPJDLE THRESHOLD 19 WOOD COMPOSITE ALUMINUMAINYL .045" i 1 rn SS BOTTOM RAIL 11 WOOD COMPOSITE L? .080" THK. WALL VINYL TYP. 1-- 2.375" T u7 � �I o �1.� 30 jVOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE 813.684.3831 Sri N.T.S M. er: TJH CHC er: RW pRM w MO.: S-2151 SHEET 7 Of E 1.531 " I OI L 38 In S5 TOP RAIL WOOD COMPOSITE .592" m W N N R CH OMPR I N W TH RSTRIP FOAM CELL CORE VYIVINYL JACKET 3" --{ .S7s" O7 .1� 1751" h� COMPRBYESSION WEATH RE_ STRIP 7HERMA—TRU FOAM CELL CORE W/IINYL JACKET �n N O DRILL TRU FOR .357" DU1. ASTRAGAL DRILL 7RU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WIN AM II WR68T STRIKE PLATE 1.316` 31 h"— 1.531 " ------- SS, LATCH SIDE STILE 0�7E 1.531" N {-- 1.316" O co o O o0 R ¢o z o ,-1 �owo �oo 26 goo � a SS WOOD HINGE SIDE STILE tiou �x = Z ul U p�N �" d m U mZ3 j m c'&7. °.° (2 8.0" HAS (Lip: v~i3 a BOLTS ® BOTTOM N (2) 8.0" 3 m NI BOLTS 0 TOP 1 0 V) 1 z w 24 WINDJAMBER 11 WR68T T I H ASTRAGAL (ALUMINUM 052" WAII TYPJ J ASTRAGALR AI V ,h //^ ,,yyrr��;� jL�!( /1 �. '(", ��rr' � i�-','t]� i � J •.� MATERIAL: CIRI�Q YELLOW CHROMA T - ^IK I V VV BUIlDiNO iNSULTANM. INC 813.684.3831 n 06 10 01 �: N.T.S. 0. BY: TJH K BY: RW ;;WHO.: S-2151 CET 8 OF 8 JLJN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.02 MIX 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 Home Builders Association's meeting at their offices on )une 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits for Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (Le., buck thickness less than 1 '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 'k'. Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed 1 "A'. The drawings clearly delineate the requirement that a minimum embedment depth of 1 'A" must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/&". Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as "1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than i I/z- is acceptable. The definition of a non-structural buck is based on Section 1707.4-4-2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 .TUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert J. Arnoruso, PE ronoruso.oe@floridagxtruder$ com Florida PE License No. 49752 Florida Extruders International, Inc. Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61 G15-23.001, F.A-C. A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. Re_ 2w2-LTR. R]A-009 rQO.=��iFIC'.s: 4 5 2540 Jewett Lane, Sanford, FL 327y1-1600 . (407) 323-3300 • Fax (407) 322-3337 2 r Universal Forest Products Re: 54601767 Centex Homes Orlando 2509 A,B,C Floor 77 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: 54904023 FT1 54904023 FT2 54904023 FT3 54904023 FT4 54904023 FT5 54904023 FT6 54904023 FT7 54904023 FG7 54904023 FT8 54904023 FT9 54904023 FT10 54904023 FT11 54904023 FT12 54904023 FT6A Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5 My license renewal date for the state of Florida is February 28, 2005 6/4/2004 John . Presley License # 5 886 The seal on this drawing in icates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146 r _ -- - - ass I54904023 IFTi _ .. I russ I ype FLOOR n, NC 27215, Jeff Kerr M Uly� Fly *Centex-Urlando/2509 A,L3,G/Isk/2-24-4 1 1 Job Reference (optional) s Scale = 13; I 3x6 TL20 FP= A B C D E F G H I J K L M N O P O R Oiiiii :•::: iiiiiiiii iiiiii'P: •000'OO�Oii ii00�iii'iiK'iii iii0ii'P� i • . • . • . • • • • • • • • • •O�•Oiiiiii • • • • • • • • • • • • •' • • O• : i.:'ii0i0000i00i •i i•O: •00000'OOJJO� ii000i ODiii •iiii0i'00�000 • • •i0i0i iiiii000000Jii •'ii0 • • • • • • • • • • •' • • • • • • • • • • • • • • • • •' • • • • •� i•�•�'�'i �'�•�'�'�'�'�❖i i �'.•.'.•�•�•�•.•�•.'i .•i �!�•i �'�•�'�•.❖.!i .•i i i i .•i �•i �•.•. • • • • • • • • • • • • • • • • • • i i • i%i • • •••••i ••••.••••'i • i i i•••.•••••�•••••i i •'i .•i i i .❖.•i �•i .•i �•.'.'i .'s'i .'.•.•.'. i i• �i i �•�•!'�•. 3x6 TL20 FP= LOADING (psf) SPACING 2-0-0 CSI TCLL 40.0 Plates Increase 1.00 TC 0.05 TCDL 10.0 Lumber Increase 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) 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 DEFL in (loc) I/dell Ud PLATES GRIP Vert(LL) n/a n/a 999 TL20 245/193 Vert(TL) n/a n/a 999 Horz(TL) 0.00 S n/a n/a Weight: 91 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, end verticals. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) AJ=53/20-10-8, S=27/20-10-8, AI=146/20-10-8, AH=147/20-10-8, AG=145/20-10-8, AE=144/20-10-8, AD=147/20-10-8, AC=147/20-10-8, AB=147/20-10-8, AA=147/20-10-8, Z=147/20-10-8, Y=147/20-10-8, X=147/20-10-8, W=147/20-10-8, V=145/20-10-8, U=152/20-10-8, T=118/20-10-f Max Horz AJ=3(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD AJ-AK=-48/0, AK-AL=-48/0, A-AL=-48/0, S-AM=-22/0, AM-AN=-22/0, R-AN=-22/0, A-B=-3/0, B-C=-3/0, C-D=-3/0, D-E=-3/0, E-F=-3/0, F-G=-3/0, G-H=-3/0, H-I=-3/0, I-J=-3/0, J-K=-3/0, K-L=-3/0, L-M=-3/0, M-N=-3/0, N-O=-3/0, O-P=-3/0, P-Q=--3/0, Q-R=-3/0 BOT CHORD AI-AJ=0/0, AH-AI=0/0, AG-AH=0/0, AF-AG=0/0, AE-AF=0/3, AD-AE=0/3, AC-AD=0/3, AB-AC=0/3, AA-AB=0/3, Z-AA=0/3, Y-Z=0/3, X-Y=0/3, W-X=0/3, V-W=0/3, U-V=0/3, T-U=0/3, S-T=0/3 WEBS B-AI=-133/0, C-AH=-134/0, D-AG=-133/0, E-AE=-133/0, F-AD=-133/0, G-AC=-133/0, H-AB=-133/0, I-AA=-133/0, J-Z=-133/0, K-Y=-133/0, M-X=-133/0, N-W=-134/0, O-V=-132/0, P-U=-138/0, Q-T=-110/0 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide 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 VF R® Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT1 JOD I russ 54904023 FT2 Universal Forest Products,lnc., Burlingtc 1-3-0 Truss Type : S1Ly sr ip-l. �;ei,, .Ceptex,Orlando/2509 A,B,C/Isk/2-24-4 71 f FLOOR 9 1 Job Reference (optional) 5, AoJrKerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:40 2004 Page 5x4 TL20= 1.5x3 TL20= 1.5x3 TL20= A Y X 5x4 TL20= 8 1-4-8 3x6 TL20 FP = 1.5x3 TL20 11 3x6 TL20= C D E F G H 1 J 0-1-8 Fl Scale = 1:3; 5x4 TL20= 1.5x3 TL20= 1.5x3 TL20= K AA z 1.5x3 TL2011 5x4 TL20= 1.5x3 TL2011 3x10 M1118H FP= 1.5x3 TL2011 5x5 TL20= 3x6 TL20= 5x5 TL20= 1-6-0 4-0-0 6-6-0, 9-0-0 10-7-8 11-10-8 14-4-8 1 16-10-8 19-4-8 20-10-8� 20-10-8 LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 CodeFBC20011TPI2002 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.1 D WEBS 4 X 2 SYP No.3 CSI DEFL in (loc) I/defl Ud PLATES GRIP TC 0.64 Vert(LL) -0.38 Q-R >648 360 M1118H 195/188 BC 0.98 Vert(TL) -0.59 Q-R >416 240 TL20 245/193 WB 0.60 Horz(TL) 0.09 L n/a n/a (Matrix) Weight: 107 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) L=1128/0-3-8, W=1128/0-8-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD W-X=-1120/0, X-Y=-1120/0, A-Y=-1120/0, L-Z=-112110, Z-AA=-1121/0, K-AA=-1121/0, A-B=-1104/0, B-C=-2876/0, C-D=-4030/0, D-E=-4030/0, E-F=-4742/0 F-G=-4742/0, G-H=-4646/0, H-1=-4045/0, I-J= 2872/0, J-K=-1105/0 BOT CHORD V-W=-0/01 U-V=0/2137, T-U=0/3583, S-T=0/4472, R-S=0/4742, Q-R=0/4742, P-Q-0/4490, O-P=0/3578, N-0=0/3578, M-N=0/2138, L-M=0/0 WEBS K-M=0/1502, A-V=0/1500, J-M= 1437/0, B-V=-1437/0, J-N=0/1021, B-U=0/1028, I-N=-982/0, C-U=-983/0, I-P=0/649, C-T=0/622, H-P=-620/0, E-T=-615/0, H-Q--28/403, E-S=-92/672, G-Q=-468/221, F-S=-261/0, G-R=-221/130 NOTES (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M 1120 plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT2 JUL)i russ I russ I ype Orly Ply Centex-Orlando/2509 A,B,C/jsW2-24-4 54904023 FT3 FLOOR V i D - 1- u 1 " ;, Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215 Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:40 2004 Page 1 I Scale = 1:20 A 8 C D E F (3 H I J K � c i 12-10-0 12-10-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TL20 245/193 TCDL .10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a n/a BCDL 5.0 CodeFBC2001lTPI2002 (Matrix) Weight: 57lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) V=53/12-10-0, L=24/12-10-0, U=146/12-10-0, T=147/12-10-0, S=147/12-10-0, R=147/12-10-0, Q=147/12-10-0, P=147/12-10-0, 0=145/12-10-0, N=152/12-10-0, M=116/12-10-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD V-W=-48/0, W-X=-48/0, A-X=-48/0, L-Y=-19/0, Y-Z=-19/0, K-Z=-19/0, A-B=-3/0, B-C=-3/0, C-D=-3/0, D-E=-3/0, E-F- 3/0, F-G=-3/0, G-H=-3/0, H-I=-3/0, I-J=-3/0, J-K=-3/0 BOT CHORD U-V=0/3, T-U=0/3, S-T=0/3, R-S=0/3, Q-R=0/3, P-Q=0/3, O-P=0/3, N-0=0/3, M-N=0/3, L-M=0/3 WEBS B-U=-133/0, C-T=-134/0, D-S=-133/0, E-R=-133/0, F-Q=-133/0, G-P=-134/0, H-O=-132/0, I-N=-138/0, J-M=-108/0 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT3 I IJob f 54904023 W. Truss Truss Type Ply Centex-Orlan509 A,B,C/jsk/2-24-4 FT4 FLOORyt �° �tNEJ"10t",ydo/2Job Reference (optional) ts,lne., Burlington, NC 27215, Jeff Kerr 5.200'sSep=30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:40 2004 Page J A Scale = 1:1C A B C D E F 6-11-0 6-11-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a. 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 G n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight: 32lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) L=59/6-11-0, G=70/6-11-0, K=139/6-11-0, J=150/6-11-0, 1=143/6-11-0, H=160/6-11-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD L-M=-51/0, M-N=-51/0, A-N=-51/0, G-O=-63/0, O-P=-63/0, F-P=-63/0, A-B=-8/0, B-C=-8/0, C-D=-8/0, D-E= 8/0, E-F=-8/0 BOT CHORD K-L=0/8, J-K=0/8, I-J=0/8, H-1=0/81 G-H=0/8 WEBS B-K=-129/0, C-J=-135/0, D-1=-130/0, E-H=-146/0 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. . 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. . 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSI/7PI 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: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT4 i F I Job 54904023 Truss I Truss Type Oty Ply Centex-Orlando/2509 A,B,C/js/22-24-4 5x4 TL20= 1.5x3 TL20= 1.5x3 TL20= A X w Fr5 FLOOR 3 tip' '7Iha" ym 1 Job Reference (o tional) Inc., Burlington, NC 27215 JeffAKerf` S 200 s Sep 30 2003 MiTek Industries. Inc. Tue Feb 24 16:26:41 2004 11-Oi 0-H-8 Scale = 1:32 ; 5x4 TL20= 1.5x3 TL20 II 1.5x3 TL20= 3x4 TL20= 3x6 TL20 FP = 1.5x3 TL2011 3x4 TL20= 1.5x3 TL20= 8 C D 'E F a H I .1 K 5x5 TL20= 3x4 TL20= 300 M1118H FP= 5x5 TL20= 3x4 TL20= 1-6-0 4-0-0 6-6-0 9-0-0 10-2-0 12-8-0 15-2-0 17-8-0 19-2-0 19-2-0 Plate Offsets X Y: A:Ed e 0-1-8 K:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CS DEFL in (loc) I/defl L/d PLATES GRIP . TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.27 Q-R >827 360 M1118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.43 Q-R >530 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 L n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight: 99lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. z Y REACTIONS (lb/size) L=1034/0-8-0, V=1034/0-8-0 FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD V-W=-1027/0, W-X=-1027/0, A-X=-1027/0, L-Y=-1027/0, Y-Z=-1027/0, K-Z=-1027/0, A-B=-1003/0, B-C=-2578/0, C-D=-3550/0, D-E=-3550/0, E-F=-3998/0, F-G=-3998/0, G-H=-3998/0, H-1=-3550/0, I-J=-2578/0, J-K=-1003/0 BOT CHORD U-V=0/0, T-U=0/1938, S-T=0/3192, R-S=0/3882, Q-R=0/3998, P-0--0/3882, O-P=0/3192, N-0=0/3192, M-N=0/1938, L-M=0/0 WEBS K-M=0/1364, A-U=0/1364, J-M=-1300/0, B-U=-1300/0, J-N=0/890, B-T=0/890, I-N=-854/0, C-T=-854/0, I-P=0/498, C-S=0/498, H-P=-461/0, E-S=-461/0, H-0---184/460, E-R=-184/460, F-R=-212/59, G-Q=-212/59 NOTES (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide 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: 54904023 Contractor/Job: 2509 ABC FLR I Date Req:03/19/2004 Draw No:54904023FT5 'JUL)I russ I russ I ype Cry ply uentex-UrIan00/'1b09 A,b,G/JSK/Z-24-4 54904023 FT6 JFLOOR 1 Iional Universal Forest Products,lnc., Burlington, NC 272 ,Jiff fCerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:42 2004 Page q iir81-3-0 1�0 0� 0-1-8 �� Scale = 1:33 5x4 TL20= 5x4 TL20= 1.54 TL2011 1.5x3 TL20= 1.5x3 TL20= 3x4 TL20= 3x6 TL20 FP = 1.5x3 TL2011 3x4 TL20= 1.5x3 TL20= A B C D E F G H I J K wI V Y x U T S R O P O N M 5x5 TL20= 3x4 TL20= , 300 M11181-1 FP� 5x5 TL20= 1.5x3 TL20 11 - 3x4 TL20= 9-1-8 I 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 19-3-0 Plate Offsets X Y: A:Ed a 0-1-8 K:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.28 R >809 360 M1118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.44 R >518 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 L n/a n/a BCDL 5.0 COdeFBC2001/TPI2002 (Matrix) Weight: 100lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) L=1042/0-8-0, V=1035/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD V-W=-1030/0, A-W=-1029/0, L-X=-1035/0, X-Y- 1035/0, K-Y=-1035/0, A-B=-1058/0, B-C=-2635/0, C-D=-3610/0, D-E=-3610/0, E-F=-4059/0, F-G=-4059/0, G-H=-4059/0, H-1=-3592/0, I-J=-2603/0, J-K=-1012/0 BOT CHORD U-V=0/53, T-U=0/1994, S-T=0/3250, R-S=0/3942, Q-R=0/4059, P-Q=0/3932, O-P=0/3225, N-0=0/3225, M-N=0/1955, L-M=0/0 WEBS K-M=0/1375', A-U=0/1366, J-M=-1312/0, B-U=-1302/0, J-N=0/902, B-T=0/891, I-N=-865/0, C-T=-856/0, I-P=0/509, C-S=0/500, H-P=-473/0, E-S=-462/0, H-Q=-178/480, E-R=-187/470, F-R=-218/59, G-Q=-222/55 NOTES (7) 1) Unbalanced floor live loads have been considered for this design.. 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT6 Truss Type Qiy Ply Centex-Orlando/2509 A,13,C/jsk/2-24-4 FLOOR Job Reference o tip oval) 27215, Jeff K&fPw MiTek Industries, Inc. Tue Feb 24 16:26:42 2004 Paae Job Truss II 54904023 FT7 Universal Forest Products,lnc., Bu 0111-8 1-3-0 r 5x4 TL20= 1.5x3 TL20= 1.5x3 TL20= A s I R B 1 1.5x3 TL20 11 C D E F 0* 8 Scale - 1:27 5x4 TL20= 1.5x3 TL20= 1.5x3 TL20= a H P O N M L K J 1.5x3 TL20 11 5x4 TL20= 6-7-8 6-6-0 LOADING (psf) SPACING 2-0-0 CSI TCLL 40.0 Plates Increase 1.00 TC 0.42 TCDL 10.0 Lumber Increase 1.00 BC 0.84 BCLL 0.0 Rep Stress Incr YES WB 0.44 BCDL 5.0 CodeFBC2001/TP12002 (Matrix) 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) Q=848/0-3-8, 1=848/0-8-0 1.5x3 TL20 11 8-0-8 , 15-9-8 15-9-8 DEFL in (loc) I/defl Ud Vert(LL) -0.15 L-M >999 360 Vert(TL) -0.22 L-M >823 240 Horz(TL) 0.04 1 n/a n/a U I T 5x4 TL20= 1.50 TL20 11 PLATES GRIP TL20 245/193 Weight: 82 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD Q-R=-844/0, R-S=-844/0, A-S=-844/0, I-T=-843/0, T-U=-843/0, H-U=-843/0, A-B=-807/0, B-C=-1981/0, C-D=-2675/0, D-E=-2675/0, E-F=-2579/0, F-G=-1996/0, G-H=-802/0 BOT CHORD P-Q=-O/O, O-P=0/1549, N-0=0/2406, M-N=0/2675, L-M=0/2675, K-L=0/2426, J-K=0/1544, I-J=0/0 WEBS H-J=0/1090, A-P=0/1097, G-J=-1032/0, B-P=-1032/0, G-K=0/629, B-0=0/602, F-K= 598/0, C-0=-590/0, F-L=0/318, C-N=0/554, E-L=-343/104, D-N=-222/0, E-M=-166/78 NOTES (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT7 r- too truss t russ I ype Clly Ply Gentex-Orlando/2509 A,t3,G/jsk/2-24-4 54904023 IFG7 FLAT � 1,a ,4 1 - Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kert, " 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:37 2004 Page 011F8 1-9-12 4-10-4 7-10-12 10-11-4 i 13-11-12 , 15-8-0 15r�9-8 0-1-8 1-8-4 3-0-8 3-0-8 3-0-8 3-0-8 1-8-4 0-1-8 Scale = 1:2; 2x5 TL2011 5x10 TL20= 3x4 TL20= 3x4 TL20= 3x4 TL20= 500 TL20= 2x5 TL20 I I A B C D E F G B1 L K J I. 5x5 TL20= 500 TL20= 5x4 TL20= 5x4 TL20= 500 TL20= 5x5 TL20= 3-4-0 6-4-8 9-5-0 12-5-8 15-9-8 3-4-0 3-0-8 3-0-8 3-0-8 3-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.35 J-K >525 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.55 J-K >335 BCLL 0.0 Rep Stress Incr. NO WB 0.99 Hoiz(TL) 0.07 H n/a BCDL 5.0 Code IBC2000/TP12002 (Matrix) Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 1-4-1 oc purlins, excep BOT CHORD 2 X 6 SYP SS end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) M=2015/0-3-8, H=2015/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-M=-161/0, A-B=-338/0, B-C=-4999/0, C-D=-7403/0, D-E=-7403/0, E-F=-4999/0, F-G= 338/0, G-H=-161/0 BOT CHORD L-M=0/2903, K-L=0/6453, J-K=0/7628, I-J=0/6453, H-1=0/2903 WEBS B-M=-2959/0, B-L=0/2477, C-L=-1718/0, C-K=0/1124, D-K=-266/0, D-J= 266/0, E-J=0/1124, E-1=-1718/0, F-1=0/2477, F-H=-2959/0 NOTES (5) 1) Provide adequate drainage to prevent water ponding. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: H-M=-160(F=-150), A-G=-100 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2569 ABC FLR Date Req:03/19/2004 Draw No:54904023FG7 Vu truss truss type Qfy. Ply Centex-Orlando/2509 A,B,C/jsk/2-24-4 54904023 FT8 FLOOR q Oaa" g� 1 4 Job Reference optional) Universal Forest Products,lnc., Burlington, NC 272151yPKerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:43 2004 Page 1 1-3-0 p I-11r8 i 1i 1 4� 0"0 0i�33 0 5dale = 1:35 5x4 TL20= - 1.50 TL20= 1.5x3 TL201 I. 1.5x3 TL20= 3x6 TL20 FP= 3x4 TL20= 5x8 TL20= 1.5x3 TL2011 3x6 TL20= A B C D E F G H I J K- L A AA - Y X W v U T s R Q O N M 2x3 TL2011 5x4 TL20- - 1.50 TL2011 3x6 TL20 FP = 3x4 TL20= 1.5x3 TL2011 3x4 TL20= 5x5 TL20= 7-10-8 I 1 � 16-8-12 i i 1-6-0 4-0-0 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 , 19-2-8 , 20-8-8 20-8-8 Plate Offsets X Y: A:Ed e 0-1-8 0:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.14 V >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.22 V-W >888 240, BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 P n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight: 111lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing Except: 6-0-0 oc bracing: P-Q,O-P,N-O. REACTIONS (lb/size) Z=824/0-8-0, M= 157/Mechanical, P=1577/0-3-8 Max UpliftM=-309(load case 2) Max GravZ=827(load case 7), M=109(load case 3), P=1577(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD Z-AA=-822/0, AA-AB=-822/0, A-AB=-822/0, L-M=-83/379, A-B=-779/0, B-C=-1931/0, C7D=-2470/0, D-E=-2470/0, E-F=-2554/0, F-G=-2221/0, G-H=-1350/0, H-1=0/197, I-J=-6/538, J-K=-6/538, K-L=-6/538 BOT CHORD Y-Z=0/0, X-Y=0/1500, W-X 0/2338, V-W=0/2554, U-V=0/2554, T-U=0/2554, S-T=0/1912, R-S=0/758, Q-R=0/758, P-Q--1197/0, 0-P=-1197/0, N-0=-538/6, M-N=0/0 WEBS I-P=-1649/0, A-Y=0/1059, I-Q=0/1334, B-Y=-1002/0, H-Q=-1222/0, B-X=0/599, H-S=0/834, C-X=-567/Oi G-S=-793/0, C-W=0/287, G-T=0/462, E W=-320/133, F-T= 561/0, E-V=-194/107, F-U= B8/213, L-N=-703/8i I-0=0/965; J-0=-340/0, K-N=-65/209 NOTES (7-8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint M. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions 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 or larger BC of one or more ply girder truss with Simpson LUS46,or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer.Name: CENTEX HOMES ORLANDO Shop No: 54904023' Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT8 r I54904023 truss FT9 ,,Inc., Burlingtc truss type r FLOOR city Ply Centex-Orlando/2509 A,B,C/jsk/2 24-4 �.Job Reference (optional) 5.200 s Sep 30 2003.MiTek Industries, Inc. Tue Feb 24 B C D E 3x6 TL20 FP= F G H I J K L .M N Mimi M-N imi i0i ;•;•;,.;. .000000•.0000000•• ii i i i•� i i i Oi 000000000�00 i i i i ii0'.+JJ�000• 3x6 TL20 FP= Scale = 1:33- 3x3 TL20 11 O P Q R 3x3 TL20 11 LOADING (psf) SPACING 2-0-0. CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress ]nor YES WB 0.03 Horz(TL) 0.00 S n/a n/a BCDL 5.0 CodeFBC2001fTP12002 (Matrix) Weight: 91lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No-3 REACTIONS (lb/size) AJ=53/20-6-8, S=6/20-6-8, AI=146/20-6-8, AH=148/20-6-8, AG=144/20-6-8, AE=145/20-6-8, AD=147/20-6-8, AC=147/20-6-8, AB=147/20-6-8, AA=147/20-6-8, Z=147/20-6-8, Y=147/20-6-8, X=147/20-6-8, W=147/20-6-8, V=145/20-6-81 U=153/20-6-8, T=108/20-6-8 Max Horz AJ=4(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD AJ-AK=-48/0, AK-AL=-48/0, A-AL=-48/0, R-S=-1/0, A-B=-4/0, B-C= 4/0, C-D=-4/0, D-E=-4/0, E-F=-4/0, F-G=-4/0, G-H=-4/0, H-I=-4/0, I-J=-4/0, J-K=-4/0, . K-L=-4/0, L-M=-4/0, M-N=-4/0, N-0=-4/0, O-P=-4/0, P-Q--4/0, Q-R=-4/0 BOT CHORD AI-AJ=0/0, AH-AI=0/0, AG-AH=0/0, AF-AG=0/0, AE-AF=0/4, AD-AE=0/4, AC-AD=0/4, AB-AC=0/4, AA-AB=0/4, Z-AA=0/4, Y-Z=0/4, X-Y=0/4,_W-X=0/4, V-W=0/4, U-V=0/4, T-U=0/4, S-T=0/4 WEBS B-AI- 132/0, C-AH=-134/0, D-AG=-133/0, E-AE=-133/0, F-AD=-133/0, G-AC=-133/0, H-AB=-133/0, I-AA=-133/0, J-Z=-133/0, K-Y=-133/0, M-X=-133/0, N-W=-134/0, O-V=-132/0, P-U=-138/0, Q-T=-103/0 NOTES (8-9) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. '4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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. 9) THA422: Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard Lir0ill 11 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR , Date Req:03/19/20'04 Draw No:54904023FT9 yob I russ 54904023 FT10 Universal Forest Products,lnc., Burlington, truss Type _ Oty Ply Centex-Orlando/2509 A,B,C/jsk/2-24-4 FLOOR rf 1 1 Job Reference (optional) , 5, JPd1JX6rr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 1 w v q-p 5x4 TL20= 3x4 TL20= A B 3x3 TL20= 3x3 TL20= 3x3 TL20= C D E F 0-1-8 Scale = 1:2£ 3x4 TL20= 3x3 TL20= 3x6 TL20 FP= 5x4 TL20= G H I J R 2 T S R n P n N M 5x5 TL20= 3x4 TL20= 3x6 TL20 FP= 3x3 TL20= 3x3 TL20= 3x4 TL20= 5x5 TL20= 3x3 TL20= 1-6-0 4-0-0 1 6-6-0 7-9-0 9-0-0 11-6-0 1 18-0-0 Plate Offsets X Y : A:Ed e 0-1-8 J:0-1-8 Ede U:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud " PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.22 0 >979 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.34 N-O >620 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.07 K n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight: 93lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) U=969/0-8-0, K=969/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD U-V=-963/0, V-W=-963/0, A-W=-963/0, K-X=-963/0, X-Y=-963/0, J-Y=-963/0, A-B=-934/0, B-C=-2377/0, C-D=-3214/0, D-E=-3508/0, E-F=-3508/0, F-G=-3219/0, G-H=-2376/0, H-1=-2376/0, I-J=-934/0 BOT CHORD T-U=0/0, S-T=0/1803, R.S=0/2923, Q-R=0/2923, P-Q--0/3508, O-P=0/3508, N-0=0/3482, M-N=0/2924, L-M=0/1803, K-L=0/0 WEBS J-L=0/1270, A-T=0/1269, I-L=-1208/0,,B-T=-1209/0, I-M=0/797, B-S=0/798, G-M=-762/0, C-S=-759/0, G-N=0/410, C-Q=0/475, F-N=-367/0, D-Q=-549/0, F-0=-250/365, D-P=-113/161, E-0=-134/68' NOTES (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.50 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide 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 Vustomer NO: 11 111.145 customer Name: C:tN 1 tX mumtb UHLANUU 5nop No: 549U4U1:i Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT10 r Jw truss truss Type - ^• ',.Ks1 -';?, y�,_T My L;enlex-Unan00/ZSUFlA,tS,I;/JSK/C-14-4 '•c1-1 i . 54904023 � � FT11 FLOOR .,a 11 1 Ir ur Job Reference (optional) i Universal Forest ProdOCtS,InC., Burlington, NC 27215, Jeff Ke( 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:38 2004 Page '. 0-1-8 q-1i 8_- 1-3-0 �0-9-8� 0-9-10 0-9-10 I �I1 Scale = 1:25• 5x4 TL20= 1.50 T120= 1.5x3 TL20= 1.5x3 TL20= 3x6 TL20 FP= 1.5x3 TL2011 5x7 TL20= 1.5x3 TL20= A B C D E F G H I J X oll 3 w 1 Z w 0182- Y It U T S R a P O N I K 2x3 TL2011 5x4 TL20= 1.5x3 TL2011 3x6 TL20 FP= 5x4 TL20= 1.50 TL2011 7 10 8 i 1 11 12� 1-6-0 4-0-0 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): [A:Edge,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Joe) I/defl �Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.12 R-S >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.19 R-S >944 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 M n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight: 93lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: M-N,L-M. REACTIONS (lb/size) V=812/0-8-0, M=1033/0-3-8 Max GravV=821(load case 2), M=1033(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD V-W=-815/0, W-X=-815/0, A-X=-815/0, K-Y=0/7, Y-Z=0/7, J-Z=0/7, A-B=-773/0, B-C=-1910/0, C-D=-2438/0, D-E=-2438/0, E-F=-2515/0, F-G=-2515/0, G-H=-1897/0, H-1=-787/0, I-J=0/58 BOT CHORD U-V=-0/01 T-U=0/1487, S-T=0/2310,. R-S=0/2515, Q-R=0/2515, P-Q=0/2295, O-P=0/1486, N-0=0/1486, M-N=-120/3, L-M=-123/0, K-L=0/0 WEBS I-M=-1004/0, A-U=0/1050, I-N=0/1047, B-U=-993/0, H-N=-974/0, B-T=0/589, H-P=0/588, C-T=-557/0, G-P=-570/0, C-S=-6/278, G-Q=-19/486, E-S=-285/130, E-R= 173/64, F-Q=-167/0, I-L=-0/107, J-L=-100/0 NOTES (7) 1) Unbalanced floor live loads have been considered for this design. 2) This truss is not designed to be used as a floor truss. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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 Z"�7 ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR , Date Req:0311912004 Draw No:54904023FT11 Job Truss Truss Type dy 54904023 FT12 FLOOR I I „' Universal Forest Products,lnc., Burlington, NC 27215, Jeff K r, 5.200 Ply Centex-Orlando/2509.A,B,C/jsk/2-24-4 rt .,,.*;, � . 1 Job Reference lootionall s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:39 2004 Page AE Scale = 1:27 3x6 TL20 FP= A B C D E F G H I J K L M N O 77177 .•S::•::::::•::•::•::•:•:•:•:•:❖:•:•.•.:•'•.❖.:•:O•.•O.•:0�:•:•: 3x3 TL20= 3x6 TL20 FP= 1-6-0 4-0-0 , 6-6-0 , 7-9-0 , 8-9-8 11-3-8 13-9-8 1 15-2-0 , 16-1-2 , 17-1-12 17-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 P n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) . 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 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, 0-129/17-1-12 Max Horz AD=6(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD AD-AE=-48/0, A-AE=-48/0, P-AF=-40/0, AF-AG=-40/0, O-AG=-40/0, A-B=-6/0, B-C=-6/0, C-D=-6/0, D-E=-6/0, E-F=-6/0, F-G=-6/0, G-H=-6/0, H-I=-6/0, I-J=-6/0, J-K=-6/0, K-L=-6/0, L-M=-6/0, M-N=-6/0, N-O=-6/0 BOT CHORD AC-AD=0/0, AB-AC=0/0, AA-AB=0/0, Z-AA=0/0, Y-Z=0/0, X-Y=0/0, W-X=0/6, V-W=0/6, U-V=0/6, T-U=0/6, S-T=0/6, R-S=0/6, Q-R=0/6, P-Q=0/6 WEBS B-AC=-133/0, C-AB= 134/0, D-AA=-133/0, E-Z=-133/0, F-Y=-133/0, H-W=-133/0, I-V=-133/0, J-U=-133/0, K-T=-134/0, L-S=-133/0, M-R=-137/0, N-Q=-120/0 NOTES (8) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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 0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT12 Job Truss Truss Type 54904023 FT6A I FLOO7f,.,.P Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr A B 3x3 TL20= p 1 $ 1-7-8 � l F E oty Ply 5.200 s Sep 30 Centex-Orlando/2509 A,B,C/jsk/2-24-4 1 Job Reference (optional) 003 MiTek Industries, Inc. Tue Feb 24 C I� T1 W1 w1 BL1 BL1 B1 3-6-0 -9-0 3-9-0 2 2004 Page r 1 Scale = 1:7j G O � v LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.03 D-E >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 D n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight: 23lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) E=186/0-3-8, D=186/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD E-F=-64/0, A-F=-64/0, D-G=-64/0, C-G=-64/0, A-B=-3/0, B-C=-3/0 BOT CHORD D-E=0/155 WEBS B-E=-184/0, B-D=-184/0 NOTES (4) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT6A 9), Universal Forest Products Re: 54601768 Centex Homes Orlando 2509 B Roof 77 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 ER 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 ;r 6/4/2004 John M resley.,_L•icense 4�558 The seal on'this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed ai nd attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. 10 Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 I ax: (336) 476-9146 Job Truss Truss Ty Via- Qty Ply Centex-Orlando/2509-A/jsk/3-31-3 53906902 H1 HIP 1 1 d Job Reference (optional) Universal Forest Products, Inc.. Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITak Industries, Inc. Wed Apr 23 08:30:56 2003 Page 1 ,1-0.0 4-6-5 7-0.0 12-1-1 17-0-6 21-11-10 26.10-15 32-0-0 36.0-0 1-0-0 4-6-5 2-5.11 5.1.1 4.11-5 4-11-5 4.11-5 5.1-1 4-0-0 Scab .1:51. WO= 5x10 = 5.00 12 3x8 = We = axe = 3x8 = D F O H I 2x313 c 5x8 = 210 w w qq(( 5x10 = s R O P O N M L K 5x8 = 5x10 M1118H= 5x8 = Us = 5x5 = 5x7 = 30 = 5x8 ; 500 MI118H= 7-1-12 12.1-1 , _17-0.6---__� 21-11-10 26-10-15 31-10-4 �_ 36-0-0 7-1.12 4-11-5 4-11.5 4.11.5 4.11.5 4-11.5. 4-1.12 Plate Offsets MY): : B:0-2-7 Ede 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/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(L-) 0.88 O-P >486 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Ven(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 80T 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 No.2, W2 2 X 4 SYP No.2 W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2 W2 2 X 4 SYP No.2, W4 2 X 4 SYP No.2 REACTIONS (lb/size) B-3062/0-3-10 (Input: 0-3-8), K-3075/0-3-8 Max Horz B-100(load case 4) Max UplIftB--1068(load case 3), K--1166(load case 3) BRACING TOP CHORD Sheathed, except and verticals. BOT CHORD Rigid ceiling directly applied or 4.3-8 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--7013, C-D--6879, D-E--8894, E-F--9852, F-G--9846, G-H--9407, H-1--7470, I-J--4352, J-K--2947 BOT CHORD B-S-6407, R-S-6371, Q-R-6371, P-Q-8893, O-P-9407, N-0-7469, M-N-7469, L-M-3929, K-L-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-0--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;110mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category It; 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 jolnt(s) K considers parallel to grain value using ANSI/TPI 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 and setback 9) Special hanger(s) or connections) required to support concentrated load(s) 220.Olb down and 177.6lb up at 32-0-0. and 385.0Ib 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 ANSIfrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4' of Interior joints. Bracing Indicated on this sheet Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 11) Right and may be attached to 2x8 SO. Pine SC 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-1--130.8, I-J--60.0, B-K-43.5 Concentrated Loads (lb) Vert: D--385.0 1--220.0 Customer No:11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1 Jo ss Truss Type Qty Ply Centex- Oriando/2509-A4sk/3-31-3 53906902 JH2 HIP�■rnl�lr°I�r�„� 1 i Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215. Jeff Kerr 5.000 s Feb 20 2003 MITek industries, Inc. Wed Apr 23 08:30:56 2003 Page 1 f-0-p 5-8-14 9-" 16-0.9 22-11-7 30-0-0 36.0-0 , fT 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 6x7 = 6z7 = axe = 293 11 5.00 V2 o E F o 2z3 O W1 W1 wt 5X5 4z Igo 30 = O N M L K J 1 Us = 398 = 3z8 = 3x8 = axe = W 11 3z8 = 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 TIC 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 nla BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 181 Ib 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 calling directly applied or 6.2-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1498/0-3-8, 1-1427/0-3-8 Max Horz B-115(load case 4) Max UpliftB.-423(load case 2), I.-395(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C.-3061, C-D-.2820, D-E--3380, E-Fa-3173, F-G--3173, G-H--2151, H-1--1361 BOT CHORD B-0-2764, N-O-2587, M-N-2587, L-M-3391, K-L-1916, J-K-1916,1-J-180 WEBS D-0-309, G-J--271, E-M--304, F-L-409, C-0--227, D-M-900, E-L--251, G-L-1427, H-J-1789 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable and zone; cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) 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 bullding. 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) H288: Right end may be attached to 2x8 SO.Plne BC of two or more ply girder truss with Simpson HUS28 oreq. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Snopp No: 53905902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H2 Job Truss Truss Type 53906902 IH3 I Rw SS -9-0.0 65-3 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 Scala . Us = W II 6K6 = I$ 3K7 = M L K J 1 3z7 = 9K6 = Us = US = US = 3K6 = 9-3-14 18-" 26-8-2 36.0-0 9-3.14 B-8-2 8-8-2 9.3-14 Plate Offsets MY): [D:0-3-0,0-2-41,[F:0-3-0,0-2-41 LOADING (psf) SPACING 2-0-0 CS1 DEFL In (loc) 1/defl 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 WS 0.23 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL MIn I/deft- 240 Weight: 167lb 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 (Ib/size) H-1427/Mechanical, B-149810-3.8 Max Horz B-131(load case 4) Max UpliftH--328(load case 3), 8--382(load case 2) BRACING TOP CHORD Sheathed or 3-2.14 oc puriins. 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-6-315, 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; 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 ; and 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 ANSIITPI 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 V of Interior joints. Bracing Indicated an 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 TrussType Qty Ply Centex-Orlando/2509-A/Jsk/3-31-3 53906902 H4 RUS 1 1 Job Reference o tional Universal Forest Products, Inc„ Burlington, NC 27216, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 013:30:58 2003 Page i 1-0-0 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 = 20 11 5x6 — D E F 600 12 24 2a3 Ii c ,A 4 �A 3x7= M L K J I W= 3"6 = 3x8 = 3x8 = Us = Us = 9-3-14 18-0-0 26-8-2 36-0-0 9-3.14 8-8-2 B-8-2 9-3-14 Plate Offsets X :. 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/deft 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 lncr YES WB 0.18 Horz( L) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 171 lb LUMBER BRACING 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) TOP CHORD Sheathed or 3-1-1 oc purilns. BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. FORCES (ib) - 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, 1-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; 110mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure e; enclosed;MWFRS gable and 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 ANSVrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent: bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsiblllty for the correctness or accuracy of the design Information as It may relate to a specific buJldJng. 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 and 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 bustomer 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 "" Oty Ply Centex-Orlando/2509-A/Jsk/3-31-3 53906902 H5 I R 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 06:30:58 2003 Page 1 •11 0 Q 6.5-3 11.10-1 A , 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 Sash . 1:61. 5.00 (12 5x6 = bx6 = U8 E F 5x811 D Q 2x3 J 1 20 C W2 3 H 4 9 gal Rl �A 1g 3x7 = N M L K J 30 =- ' 30 = 3x6 = 5x10 = 3x6 = 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 12-0-0 CSl DEFL In (loc) I/defl 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 No.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), I--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-22, B-C--3063, C-D--2770, D-E--1983, F-G--1983, G-1-1--2778, H-1--3073, E-F--2021 SOT 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; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 343 lb uplift at joint I. 5) Truss shall be fabricated per ANSIIrPI 1-95 qualityrequirements. 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.Plne 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 Shopp No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H5 Job Truss Truss Type City Ply Centex-Orlando/2509-Alsk/3-31-3 53906902 H6 S 1 1 Job Reference o tlonal Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Wed Apr 23 08:30:59 2003 Page 1 tip 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 6.1-2 5.5-10 6-5-3 Scala -1:61. 5.00 12 6x5 = 5xs = E F 5x6 5x6 Zr D a c WZ W2 H rn 4 w I �A a i$ 9x7 = N M L K J 30 3xs = 318 = 5x12 = US = 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 0.44 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 WS 0.75 Horz(TL) 0.13 1 rVa BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight:183 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B-1498/0-3.8, 1.1427/Mechanical Max Horz B-186(load case 4) Max UpliftB--435(load case 4), I.-364(load case 5) 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-6-3067, 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-7693 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-6.0psf: 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 435 lb uplift at joint B and 364 lb uplift at joint I. 5) Truss shall be fabricated per ANSUTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4' of interior joints. Bracing Indicated on this sheet Is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific bullding. 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:53906902H6 Job Truss Truss Type °' City . Ply Centex-Orlando/2509-A4sk/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 -0-0.0 6-5-3 11-10-14 18-" 24-1-2 29-6-13 36-0-0 1 1-" 6-5-3 5-5.10 6-1.2 6-1.2 6-5.10 6-5.3 Scale .1:80. axe = 5.00 12 E axe :P 5x8 44 D F 2x3 24 c W W2 W2 ' 4 H a �A i$ W= M L K J I 30 = Sx8 axe = US = US = 3x8 = 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/defl 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: 174lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/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) 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-1--355 NOTES (4-6) 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 8; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide 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/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 responsibillt 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) 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 Sho No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T7 Job Truss Tru Qty Ply Centex-Oriando/2509-Alsk/3-31-3 53906902 T8 ROOF TRUSS 1 i ' .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 1i-0-P 6-5.3 , 11-10-14 18-0-0 24-1.2 29.6-13 36.0.0 47_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 Scab - 1:60. 5.00 F12 bxa = E axa axa D F 2c3 \1 2x3 c W W2 W2 4 W a H � �A i$ 30 = N M L K J 3x7 = 3x5 = Us = Sxa = Us = 3x8 = 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 MY): : 00-4-0 0-3-0 F:0-4-0 0-3.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/doff 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 Well - 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/slze) B-1497/0-3-6, H-1497/0.3.8 Max Horz B--187(load case 5) Max UpllfiB--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, 8-C--3053, C-D--2770, D-E--1941,E-F--1941, F-G--2770, G-H--3053, H-1-22 BOT CHORD 8-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-6.0psf; occupancy category 11, exposure B; enclosed;MWFRS gable and zone; cantilever left and right exposed; and 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 a and 444 lb uplift at joint H. 4) Truss shall be fabricated per ANSIIrPI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide 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:53906902T8 Job Truss Truss Type ' +eeurfaaras�rlenr . Qty I Ply Centex-Orlando/2509-Alsk/3-31-3 53906902 H9 ROO RUSS 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 08:31:00 2003 Page 1 , OT 6-5.3 11.10-14 17.0.0 19-0-0 , 24.1-2 29-6-13 36.0-0 V:Q- 1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 1-0-0 Scale - 1:61. a00 12 5:6 = US = E F 5x8 % axe D a 2x3 1 293 Ai 0 w2 W2 H w 3x7 = O N M L K 3x7 = 3x6 = Us = 502 = 3x8 = US = 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 MY): 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 0.42 Vert(LL) 0.17 M >999 TL20 2451193 TCDL 10.0 Lumber Increase 1.25 Sc 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: 185lb LUMBER TOP CHORD 2 X 4 SYP No.2 SOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8.1497/0-3-8, 1-1497/0-3-8 Max Horz B.-178(load case 5) Max UpliftB.-434(load case 4), 1--434(load case 5) BRACING TOP CHORD Sheathed or 3-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. 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 WEBS • C-0--353, D-0-484, G-K-484, H-K--353, E-M-523, F-M-523, G-M--693, D-M--693 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-251t; TCDL-6.0psf; BCDL-6 Opsf; occupancy category II; exposure S; enclosed;MWFRS gable and 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. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at Joint B and 434 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at Joints unless otherwise noted. 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 responsibillty 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:53906902H9 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3-31-3 53906902 H10 ROQ4 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 08:31:01 2003 Page 1 �10Q 6.5.3 11-10-14 15-0-0 21-0.0 24.1.2 , 29.6-13 , 36-0.0 a7-0-p 1-0.0 6.5.3 5.5-10 3.1.2 6-0-0 3-1-2 5-5.10 6-5-3 1-0-0 Scale - 1:e i, a00 12 axe = axe = Us i E F axe 0 0 2,9 J 1 2c317 C W W2 W2 H n 4 W B d rg 3x7 = O N M l K 30 = Us = Us = 5x10 = axe = 3xa = 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 8.8-2 B-6-2 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:0-4-00-3-0 LOADING (psf) SPACING 2.0.0 . CSI DEFL in (loc) i/doff 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) 1 st LC LL Min I/dell - 240 Weight:184 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 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 Harz B--159(load case 5) Max UpiiftB--413(load case 4), I--413(load case 5) BRACING TOP CHORD Sheathed or 3-3-7 cc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-5 cc bracing. FORCES (lb) • Flrst Load Case Only rOP CHORD A-8-22, B-C--3060, C-D--2768, D-E--1980, F G--1980, G-H- 2768, H I--3060, 1 J-22, E-F- 2018 30T CHORD B-0-2768, N-0-2262, M-N-2262, L-M-2262, K-L-2262, I-K-2766 WEBS C-0--371, D-0-496, G-K-496, H-K--371, E-M.-504, F-M-504, G-M--593, D-M--593 VOTES (5) 1) Unbalanced roof live loads have been considered for this design. Z) Wind: ASCE 7-98 per FBC2001; 1lomph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable and 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. 3) 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 responslbilitl 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:53906902H10 Job --j Truss Truss Type City Ply Centex-Orlando/2509-A4sk/3-31-3 53906902 H11 RO 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 08:31:01 2003 Page 1 1-0-p 6.5-3 13.0-0 , 23-0-0 , 36-0-0 �7-0-P 1-0-0 6-5-3 6-6-13 +_29-6.13 10-0.0 6-6-13 6-5-3 1-0-0 Scala . 1.-81. 2x3 II US = 0 f F 5.00 12 N3 293 0 a A Al Fi I LL1 i$ 30 = N M L K J 3x7 = Us = 3x8 = US = US = 3x8 = 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 MY): : 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 WS 0.18 Horz( L) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Weil - 240 Weight:173 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 (Ib/size) B-1497/0-3-8, H-1497/0-3-8 Max Horz B--141(load case 5) Max UpllftB--389(load case 4), H--389(load case 5) BRACING TOP CHORD Sheathed or 3-3-10 oc purllns, BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. 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; 110mph; h-25ft; TCDL-6,0psf; BCDL-8.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33, 3) 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 8 and 389 lb uplift at Joint H. 5) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at Joints unless otherwise noted. Provide bracing where Indicated and within 4', of interior Joints. Bracing Indicated on this sheet Is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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:53906902H11 Job Truss Truss Type City Ply Centex-Orlando/2509-A/Jsk/3-31.3 53906902 H12 i lul 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Wed Apr 23 08:31:02 2003 Page 1 ,1-0-p 6-5-3 , It-" 25-0-0 29-6-13 36-0-0 a7 0-p 1-" + 6-5.3 4-6-13 14-0-0 4-6-13 6-5-3 1-0-0 scale -1:61. 5x6 2x3 11 Us = E F 6.40 12 2x3 Q 2x9 ii c W2 O IVI W2 4 w a rAei g 30 = N M L K J 3x7 = Us = 9x8 = US = axe = ax6 = 9-3-14 , 18-0-0 , 26-8-2 , 36-0.0 9-3-14 a-8-2 B-8.2 9-3-14 Plate Offsets KY): 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 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.43 L-N >999 3CLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.13 H n/a 9CDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well •. 240 Weight: 169 lb LUMBER TOP CHORD 2 X 4 SYP No.2 30T CHORD 2 X 4 SYP No.2 NEBS 2 X 4 SYP No.3 REACTIONS (Ib/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. =ORCES (lb) - First Load Case Only fOP CHORD A-8-22, B-C--3044, C-D--2779, F-G--2779, G-H--3044, H-1-22, D-E--2825, E-F--2825 30T CHORD 13-N-2747, M-N-2368, L-M-2368, K-L-2368, J-K-2368, H-J-2747 NEBS C-N--309, D-N-432, F-J-432, G-J--309, E-L-443, D-L-547, F-L-547 VOTES - (5) 1) Unbalanced roof live loads have been considered for this design. ?) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf, BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 1) Provide adequate drainage to prevent water ponding. I) 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. i) Truss shall be fabricated per ANSIIrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of Interior joints. Bracing Indicated on this sheet Is to reduce :buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. .OAD CASE(S) Standard 0 customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 ,,ontractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H12 Job Truss Truss Type Oty Ply Centex-Orlando/2509-A/Jsk/3-31-3 53906902 H13 I Job Reference (optional) Universal Fores! 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 5-9.1 9-0-0 15-0.0 21-0.0 27.0-0 30-2-15 36-0-0 a7.0-p r—r- 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 Soe1e � 1:01. 6x0 = Us = US = 60 = 5.00 12 D rF F G 2K3 E 2x3 4. C H 101 W w 1 4 w y 8 A d I$ 3x7 = O N M L K 3Y7 = 30 = 3z10 M1118H= US = WO M1118H= U8 = 9-1 12 18-0-0 26.10-4 36-0.0 9-1.12 B-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:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 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) 1 st LC LL Min I/deft - 240 Weight: 169 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 NEBS 2 X 4 SYP N0.3 REACTIONS (lb/size) B-1497/0-3-8, 1-1497/0.3-8 BRACING TOP CHORD Sheathed or 3-3-7 oc purlins. BOT CHORD Rigid calling directly applied or 6-6-14 oc bracing. Max Harz B--104(load case 5) 1Max UplI tB--413(load case 2), I--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 30T CHORD B-0-2771, N-0-3284, M-N-3284, L-M-3284, K-L-3284, i-K-2771 NEBS D-0-788, G-K-788, C-0--252, H-K--252, E-0--825, E-M-106, F-M-106, F-K--625 VOTES (6) , 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf, occupancy category II; exposure 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) All plates are TL20 plates unless otherwise Indicated. i) 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. i) Truss shall be fabricated per ANSI/TP11.95 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 7 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 russ Truss Tye Qty Ply Centex-Orlando/2509- sk/3-s -3 53906802 IH14 i0im' 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 08:31:03 2003 Page 1 1-0.0 4.6.5 77_ 12.6-14 1"_0 23-6-2 29-0-0 31.5.11 36-0-0 37-0-P 1-0-0 4-6-5 2-5-11 6-6-14 5-5-2 5.5.2 5-6-14 2-5.1 1 4-6-5 1-0-0 Scale .1:61. 700 = 5X8 = 2r5 II axe = Us = 7x10 = _ 5 00 12 D E F a H 1 2x3 2x3 G c 1 1 I IN I VW � e K Lid y�A a 8 500 = Q P O N M 5x10 = Us = 5x6= 7x10M1118H= 5xe= US= 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 Ede D:0.3.12 0-4-0 l:0.3.12 0-4-0 K:0.2-7 Ede 0:0-5-0 0-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.81 O >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 Well - 240 Weight: 221 lb LUMBER TOP CHORD 2 X 4 SYP No.2 `Except* T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 1-9-8 oc purlins. BOT CHORD Rigid calling directly applied or 4-4-2 oc bracing. REACTIONS (lb/size) K-3079/0-3.10 (Input: 03.8), B-3079/0.3-10 (input: 0-3-8) Max Horz B--86(load case 5) Max UpIlftK--1129(load case 3), B-A 076(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, 1-1-1--9397, I-J--69871 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-0-34, D-P-3247, E-P--1253, E-0-1001, F-0--687, H-0-1001, 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;110mph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) 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 connectlon(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 ANSIf PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4' of Interior joints. Bracing indicated on this sheet Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as It may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-D--60.0. D-I=-130.6, I-L--80.0, B-K--43.5 Concentrated Loads (lb) Vert: D--385.0 1--385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539069W Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H14 53906902 IHJ7 IENDJACK TRUSS 11 Job Reference -3 s Apr 23 08:31:03 1-6-8 i 5-8-3 9-10-1 1-6-8 5-8-3 4-1-13 scale 1:1 5.8.3 , 9.9-4 9.10.1 s.n-A 4.1.1 n.n.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 W B 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. SOT 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) FORCES (lb) - First Load Case Only TOP CHORD A-B-24, B-C--858, C-D-46 BOT CHORD B-G-800, F-G-800, E-F-0 WEBS C-G-169, C-F--877 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; f 10mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf: occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) 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. 3) Truss shall be fabricated per ANSI/T'PI 1-95 quality requirements. Plates shall be of size and type shown and centered at Joints unless otherwise noted. Provide bracing where Indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as It may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular Lumber Increase-1.25. Plate Increase-1.25 Uniform Loads (plf) Vert: A-13--60.0 Trapezoidal Loads (plf) Vert: B-0.0-to-E--49.5, B--2.2-to-D--148.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ7 53906902 IEJ7 3x4 = Oty PI 25 1 5.000 s Feb 20 2003 &W6. 1:i5 6.11.4 6.11.4 7-A-0 0.0-12 LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a - n/a Tt20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vart(TL) 0.17 A >80 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) ist LC LL Min Well - 240 Weight: 23 lb LUMBER TOP CHORD 2 X 4 SYP No.2 GOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C-198/Mechanical, B-346/0-3-8, D-68/Mechanlcal Max Horz 8-159(load case 5) Max Up11ftC--165(load case 5), B--75(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-62 GOT CHORD B-D-O BRACING TOP CHORD Sheathed or 6-0-0 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-6.0psf: 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 165 lb uplift at joint C and 75 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where Indicated and within 4" of Interior joints. Bracing Indicated on this sheet Is to reduce buckling of individual members only and 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 responsibilitl 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:53906902EJ7 53906902 IH18 a Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Wed Apr 23 08:43:25 2003 Pal 1.0-0 5.10.8 7.0.0 1-0-0 5-10-8 1-1.8 5x4 = Scab . 2K3 II Sx4 = 6-0-4 6.0-4 6.11.4 7A-0 0-11.0 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/dell 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(fL) 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 No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 BOT CHORD WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-346/0-3-8, F--126/Mechanical, E-392/Mechanlcal Max Horz B-148(load case 3) Max UpliftB--156(load case 4), F-•126(load case 1), E--48(load case 4) FORCES (lb) - First Load Case 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-0, F-G-0 WEBS C-H--419 Sheathed or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 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 a, joint E. 4) 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 responsibiliti 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: 5390690: Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H18 53906902 I1119 litlE -3 s -1.0-0 3.10-8 7.0.0 1-0.0 3.10-8 3-1-8 Scale - 1:1 50 = 3x4 = 4.04 6-11-4 7 Q 0 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.26 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) 1 st LC LL Min I/deft - 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 (Ib/slze). B-346/0-3-8, F--83/Mechanical, E-348/Mechanlcal Max Harz B-102(load case 3) ' Max Up11ftB--149(load case 4), F--83(load case 1), E•-75(load case 3) Max GravB•346(load case 1), F-9(load case 4), E=348(load case 1) FORCES (lb) - Rrst Load Case Only TOP CHORD A-B-22, B-C--71, C-D-O, 0-E-0, D-G-297 BOT CHORD B-H-20, G-H-O, F-G-O WEBS C-H--226 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL .1.60 plate grip DOL-1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 8, 83 ib uplift at joint F and 75 lb uplift at joint E. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shalt 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 shoot 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:53906902H19 Job Truss Trrussss Trype Oty Ply Centex-Odando/2509-ArISW3-31-3 53906902 G17 1 4 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Wed Apr 23 09:17:36 2003 Page 1 2-6.0 4-7.13 B-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: 318"-1 a.00 12 axe 3x8 = 3x8 = 2x3 II 3x8 - 3x8 - Sxe = g C 0 E3xs — F G H I ALi J ,} B1 lixe = R Q P S O N T M L K axe II axe = 7xe = axe = 5x12 = 7xe = axe = 3xe II 5x8 — 2-7.12 4-7-13 6-7.14 a-7-15 10.8.1 12-4.0 12.8r2 14.8.3 16 B-4 16P-8 19.4.0 , 2-7-12 2-0-1 2-0-1 2.0-1 2-0-2 1.7-15 04-2 2-0-1 2-0-1 0.0-4 2-7-8 Plate Offsets (X,Y): [A:0.3-6,0-"j. (B:0-5.12,0-2.8], (C:0-3-8,0-1-81. (D:0-3.8,0.1-8], [E:0-3-8,0-1.8], [G:0-3.8,0.1-81, [H:0-3-8,0-1-81, [I:0-6-0,0-2-8], (J:0-3.6,0-0.0], IM:0.3-0 0-3-12 LOADING (psf) SPACING 2.0.0 CSI DEFL In (too) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25. TC 0.78 Verl(LL) 0.54 N-O >420 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.85 N-O >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 Udell - 240 Weight: 454 lb LUMBER TOP CHORD 2 X 4 SYP No.2 'Except' T22X4SYP SS SOT CHORD 2 X 8 SYP SS WEBS 2 X 4 SYP No.2 REACTIONS (Ib/slze) A-7994/0-3-8, J=5903/0-3-8 Max Horz A=21(load case 4) Max UpliftA=-2713(load case 2). J=-1985(load case 3) BRACING TOP CHORD Sheathed or 4-1.9 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B=-17555, B-C=-26432, C-D=-33583, D-E=-37439, E-F= 36512, F-G=-36512, G-H= 34015, H-1— 24179, 1-J=-14664 ROT CHORD A-R=16310, 0-R=16606, P-0-26431, P-S=33583, O-S=33583, N-O=37439, N-T=34015, M-T=34015, L-M=24178, K-L=13691, J-K=13621 WEBS B-R=1902, I-K=453, B-0=10697, C-O=-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 3075,0Ib 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 piles. 3) 4-ply truss to be connected together with 16d Common(A62"x3.5") Nails as follows: Top chords connected as follows: 2 X 4.1 row at 0-9-0 cc. Bottom chords connected as follows: 2 X 8 - 4 rows at 0-4.0 cc. Webs connected as follows: 2 X 4 -1 row at 0.9-0 cc. 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.Olb down and 22.31b up at 16-10-0 on top chord, and 3075.Oib down and 1057.0Ib 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;110mph; h=25h; 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. 6) Provide adequate drainage to prevent water pondfng. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2713 Ib uplift at joint A and 1995 Ib 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).65.0Ib down and 22.31b up at 16.10-0 on top chord, and 3075.01b down and 1057.Olb up at 12-4-0, and 22.Olb down and 7.61b up at 16-8-8 on bottom chord. Design for unspecified connection(s) Is delegated to the building designer. 10) Truss shall Be fabricated per ANSVrPI 1-95 quality requirements. Plates shrill 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 (pif) Vert: A-13=-60.0, B-D=-60.0, D-1=-98.0, IJ=-60.0, A-S--734.0, S-T=-746.0, K-To-34.0, J-Km-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 i 53906902 IHJ2 J I1 I 1 IJob Reference (optional) ton, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:05 2003 -1-5-0 3-5-11 1-5-0 3-5-11 c Scale . a 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 3.64 fl2 T1 SA = 81 0 CSI DEFL In (loc) VdefI PLATES GRIP TC 0.16 Vert LL n/a - n/a TL20 245/193 BC 0.03 VertTL 0.04 A >446 WB 0.00 Horz(rL) -0.00 C n/a (Matrix) 1st LC LL Min Vdefl - 240 Weight: 13lb BRACING TOP CHORD Sheathed or 3-5-11 oc purlins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C-39/Mechanlcal, B-159/0-3-8, D-20/Mechanical Max Horz B-63(load case 2) Max UplifiC--38(load case 5). 13--173(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--17 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001;110mph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 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/rP11-95 quality requirements. Plates shag be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of Interior joints. Bracing indicated on this sheet Is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-B--60.0 Trapezoidal Loads (pif) 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 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ2 --- T 53906902 IEJ2 5 Ii , Uunington, NE; Mlb, Jett Kerr b.000 s A LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL . 10.0 Lumber Increase ' 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 Scala . 1:7 'r----- 4= 2-5-4 2r¢10 CSl DEFL In (loc) Well PLATES GRIP TC 0.08 Vert(LL) n/a - n/a TL20 2451193 BC 0.02 Vert(TL) 0.01 A >999 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 1 st LC LL Min I/dell - 240 Weight: 10 lb BRACING TOP CHORD Sheathed or 2-6.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-52/Mechanlcal, 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; i 10mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable and 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/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 responslbility 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 Shopp No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ2 53906902 I G 15 I MO .. Liss__. 5.000 s Feb 20 2003 2.6-0 2x3 II 2.6.0 2-0.0 2-6-92 _ .. , 2-0.0 0-6-0 Scala -1:7. LOADING (psf) SPACING 2-0-0 CSI DEFL In (too) Weft 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) 1 st LC LL Min I/dell - 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A-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-13-21, B-C--66 BOT CHORD A-D—O, C-D-O NOTES (4-5) 1) Wlnd: ASCE 7.98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33: 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint A and 102 lb uplift at joint C. 3) Special hanger(s) or connection(s) required to support concentrated load(s) 331,01b down and 113.81b up at 2-0.0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 4) Truss shall be fabricated per ANSUTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of interior joints. Bracing indicated on this sheet Is to reduce bucMing 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 and may be attached to 2x6 So. Pine or larger BC of two or more ply girder truss with Simpson LUS26 or sq. 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 (lb) Vert: D.-331.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shopp No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G15 i 53906902 IHJ3 s Truss T, JACK Wucts,inc., Burlington, NC •1-5.0 1-5-0 a 2 1 1 Job Reference (optlonall 5, Jeff Kerr 5.nnc s Feb 20 2003 MITek Industries, Inc. Wed Apr 23 08:31:06 W = 3.rA 12 T1 4-2-3 C Soale . at D LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Vdefl PLATES GRIP rCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a - n/a TL20 245/193 rCDL 10.0 Lumbar Increase 1.25 BC 0.04 Vert(TL) 0.05 A >387 3CLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a 3CDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl - 240 Weight:15 Ib LUMBER BRACING rOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2-3 oc purlins. 30T CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. 1F-ACTIONS (lb/size) C-67/Mechanical, B-171/0.3-8, D-28/Mechanical Max Horz B-70(load case 2) Max UpllftC--56(load case 5), B--178(load case 2) =ORCES (lb) - First Load Case Only rOP CHORD A-B-22, B-C--19 30T CHORD B-D-O DOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. ?) 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 a. 1) 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 responsibillty 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 (pit) Vert: A-B--60.0 Trapezoidal Loads (pit) Vert: B--2.3-to-C--63.6, B-0.0-to-D--21.2 ,ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 ,ontractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ3 russ 53906902 IEJ3 2 11 s Al j 2-11.4 3 0 0 Scale: LOADING (psf) SPACING 2.0.0. CS! DEFL in (loc) I/deft 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/deft - 240 Weight: I I lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-70/Mechanical, B-195/0-3-8, D-28/Mechanlcal 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-B-22, B-C-22 30T CHORD B-D-O VOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-B.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 67 lb uplift at joint C and 84 lb uplift at joint B. t) 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 6ALAN68 Shop No: 92906902 contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ3 53906902 I H 1 G I HIP 5. 3-0-0 4-0-0 7-" 3.0-0 1.0-0 3-0-0 seal* - 1;1' 5x4 = ax4 = 0 G 3x4 = 3x4 = 3.1.12 i 3-10-4 7.0.0 _OADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP FCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) . 0.01 F >999 TL20 245/193 fCDL 10.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.01 D-E >999 3CLL 0.0 Rep Stress Incr NO WO 0.03 Horz(TL) 0.00 D n/a 3CDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 25 lb -UMBER BRACING rOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. 30T CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. VEBS 2 X 4 SYP No.3 iEACTIONS (Ib/size) A-331/0-3-8, D-33 1 /Mechanical Max Horz A--29(load case 5) Max UpliftA--98(load case 4), D--98(load case 5) ORCE3 (lb) - First Load Case Only OP CHORD A-13--572, B-C-497, C-D--572 IOT CHORD A-F-491, E-F-497, D-E-491 VEBS B-F-52,C-E-52 TOTES (7-8) Unbalanced roof live loads have been considered for this design. 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 DOL460 plate grip DOL-1.33. Provide adequate drainage to prevent water ponding. )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. Girder carries hip end with 3-0-0 and setback Special hanger(s) or connection(s) required to support concentrated load(s) 45.Olb down and 36.31b up at 4.0-0. and 45.Olb down and 36.31b up at 3-0 on top chord. Design for unspecified connections) Is delegated to the building designer. 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. 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. OAD CASE(S) Standard 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 ,ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 :ontractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1 G Job Truss Tr Oty Ply Centex-Orando/2509-A4sk/3.31-3 53906902 CJ5 ROOF TRUSS 6 1 Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215. Jeff Kerr 5.000 s Feb 20 2003 MITek Industries. Inc. Wed ADr 23 08:31:07 2003 Pace 1 MRS!! i 394 = 4.10-15 4-11101 .OADING (psf) SPACING 2-0.0 CSI DEFL In (loc) I/dell PLATES GRIP CLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) - n/a - n/a TL20 245/193 -CDL 10.0. Lumber Increase 1.25 BC 0.10 Vert(fL) -0.05 A >263 ICLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a ICDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 17 lb .UMBER BRACING -OP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. IOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IEACTIONS (lb/slze) C-135/Mechanlcal, 8-268/0-3-8, D-48/Mechanical Max Horz 8-115(load case 5) Max UpIIftC--116(load case 5), B--77(load case 4) ORCES (lb) - First Load Case Only 'OP CHORD A-B-22, B-C-42 IOT CHORD B-D-0 IOTF-S (3) ) Wind. ASCE 7-98 per FBC2001; I IOmph; h-25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure B; anclosed;MWFRS gable end zone; cantilever left and right exposed; and 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 116 lb uplift at joint C and 77 lb uplift at joint B. ) 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. DAD CASE(S) Standard :ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 ,ontractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ5- 53906902 I CJ3 I ROOF T 16 11 5.000 s A 2-10-15 2-11,11 scale -1:7 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 I/defl - 240 Weight:11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 cc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing. REACTIONS (lb/size) C-69/Mechanical, B-194/0.3-8, D-28/Mechanical Max Horz B-73(load case 5) Max UpliftC--66(load case 5), 8--84(load case 4) FORCES (lb) - First Load Case Only rOP CHORD A-B-22, B-C-21 30T CHORD B-0-0 VOTES (3) 1) Wind: ASCE 7-98 per FBC2001;110mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf: occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. >-) 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. i) Truss shall be fabricated per ANSI/TPI 1-05 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 .ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 .,ontractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ3 F 53906902 ICJ1 A s V2509-AQsk/3-31-3 (optional) Wed ADr 23 08:31:07 2003 Pa Scale -1 a 0.10.15 0p. I 0.10.15 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Vdefi 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 WS 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell - 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 No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-13310-3-8, E-9/Mechanical, C-O/Mechanical Max Horz B-41(load case 4) Max Uplift&-102(load case 4), C--27(load case 5) Max Grav B-133(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;110mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category 11, exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 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. -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 N0:53906902CJ1 n a x i � n _ i CA (Nj o Z 0 F Il 6 h s?1 t^ Ell Sz �� m h i a CW3 0 1191 All tn N tX W _ PLANS REVIEWED z � CITY OF SANFORD ac ; � C. aa� U O N� V W V CL a s a WAWN By: C 906902 DEER LEGEND DESCRIPTION mmuM may - ROOF 2 2-PLY TRUSS -ROOF )D FILLER ECE OF SAME BADE LUMBER ) FILL UT HANGER W O 9 o m z o �o o 1 Q- C-3 c 0 ca Lv Q a W Q) oo� M 4W 10x6 lwcd 85 OWN o 'Wow INEW lOx6 lwcd 12' 90 10x10 ra 6' 1 rag 6' 8 7• - w 6xl rag tli7 3' bath duct 10' to roof cap 10' w/fan 8x4 lwc 4' y t' }+si11131112. 10' ®dam 8' 12x12 rag rM ■l 14x8 lwcd 215 wilk, 3' bath duct MOO wif to roof cap w/fan KLC afYii 5 111011111111 8x4 lwcd 4' fii � ee 1 8x4 lwcd + 35 dryer wall cap lo - 14x6 lwcd 175 HAM KM OAR scale :1/8'=V0' • N 1st FIMR P1 AN 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL V) Pq a Q oZS X :.(T) O U-) 0 CU w x r)l Rating W � � W z Q U � cD o cl� CO Co z o > ' U m w > z Q o Q 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. m m J U) Q Q ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE -� & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) (WI] WI DO.W HEIGHT) CONCRETE OR MASONRY OPENING BY .OTHERS � e CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE 7 CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS 1-1/4' MIN. EMBEDMENT T INSTALLATION ANCHOR 3/16' DIA. TAPCON MIN. (BUCK WIDTH) EMBEDMENT INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON C> BUCK BY OTHERS STUCO \ BY OTHERS SHIM AS REQ'D. RIGID VINYL 1/4' MAX. GLAZING BEAD (SEE NOTES). (T.YP.) ' GLASS ( (TYP.XSEE NOTES) 1 U FLANGE TYPE. WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE o & WOOD BUCK PERIMETER CAULK GLASS BY OTHERS (TYP.) (SEE NOTES) I W"W. (wINDOw WIDTH) BH _ (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK & MAS'Y. _ OPENING BY OTHERS SECTION B-B. FLANGE TYPE CONCRETE ❑R WINDOW. FRAME MASONRY OPENING SILL BY OTHERS W.W. PRECAST SILL ° Q Q A BY OTHERS::::: - A B C NOTES: SECTION A —A [,•�• 1) SHIM AS REQ'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.. / 4) .USE SILICONI ZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J B K B VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC WINDOW FLANGE. FOR PERIMETER SEAL AROUND W.H. EXTERIOR G 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE., FOR THE - APPROPRIATE DESIGN PRESSURE REO'D. P 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. cCC��wwvvy ^8 LETTER DESIGNATIONS ON THE TP.PCO T CHART INDICATE H I SHIM AS. REO'D. �- 1/4' MAX. (SEE NOTES). FLANGE TYPE WINDOW FRAME HEADER 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 B F.G F.G F,G F.G 13 18 1/8 x 37 3/8 8 8 F,G F.G - 14 18 1/8 X 49 5/8 8 8 F,G F.G 145 18 1/8 x 55 1/4 8 8 F,G ` ._ F,G 15 18 1/8 x 62 8 8 8 B F,G F,G,H 1 16 17 18 1/8 x 71 18 1/8 x 83 B 8 F,G F.G.J,K IH2 25 1/2 x 25 6 8 F,G F,G F.G F,G 1H3 25 1/2 X 37 3/8 B 8 8 F,G F,G.HI 1H4 25 1/2 X 49 5/8 B B F.G F,G,H.I 1H45 25 1/2 X 55 1/a 8 F.G F,G,H.I 1 H5 25 1/2 x 62 71 B B 8 13 F,G F,G,H.1 IH6 IH7 25 1/2 x 25 1/2 X 83 8 e F,G,J,K F,G,J,K 30 1/2 x 26 29 1/2 X 25 e B e F.G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B B F G F,GG 30 1/2 x 50 5/8 29 1/2 X 49 5/8 8 8 F.G F,G,H,1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B 8 F G F.G,H.1 30 1/2 x 63 29 1/2 X 62 6 B B F..G F,G,H,I 30 1/2 x 72 29 1/2 x 71 B F.G.H.1J.K F,G,J,K 30 t 2 x 84 29 1/2 X 83 B 22 36 X 25 B 8 8 8 F,G F,G 23 36 x 37 3/8 B 8 F.G F.G.H.I- 24 36 x 49 5/8 B 8 F,G F,G,H,1 245 25 36 x 55 1/4 36 X 62 8 6 F,G.H,1 F.G.H,1 46 36 X 71 8 8 F.G.H,1 D.E.F.G,H.i 27 36 X 83 B 8 F,G,J,K . F..G.H,I.J.K 42 x 26 41 X 25 B B 8 8 F,G F,GH.1 42 x 38 3/8 41 x 37 3/8 B 8 F,G F,GAI 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 B 8 F,G,H.1 O.E.F,G..H.1 42 x 63 42 x 72 41 x 62 41 X 71 8 8 F,G,H,I D,E,F,G,H.1 F,G.H,I,J,K 42 x 84 41 X 83 8 B F.G.J.K F,G 48 x 26 47 X 25 B B A,C A,C F,G F,G.H.1 48 x 38 3/8 47 x 37 3/8 6 A.0 F,G F,G,H,1 48 x 50 5/8 a7 x 49 5/8 B A.0 F.G,H 1 F,G,H;1 48 x 56 1/4 47 x 55 1/4 B A.0 F,G,H,I D,E.F,G,H.1 48 x 63 47 X 62 47 x 71 B A.0 F,G.H.I O.E.F.G•H•1 48_ x 72 47 X 83 FCAK DEFGHIJK 48 x 84 52 1/8 X 25 8 A.0 F.G F,G F,G F,G.H'1 32 33 52 1/8 X 37 3/8 8 B A,C A,C F.G.H,1 F,G,H.I 34 345 52 1/8 X 49 5/8 52 1/8 X 55 1/4 8 A,C. F,G,H.1 D.E.F.GH.1 35 52 1/8 X 62 8 A,C F,G,H,1 F.G H,I D.E.F,G.H,1 D.E.F,G,H,I 36 52 1/8 x 71 52 1/8 X 83 8 8 A,C A,C F,G.J.K D.E,F,G,J.K.J.,K • 37 . 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE INTERNATIONAL, .INC EXTERIOR ELEVATION AS L KEY. _ 1 FLORIDA T O D T D f� E XT p T T D E R 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON j' L l�,l ty 1 11. lJ 11. SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8. IN.. EMBEDMENT INTO WOOD BUCK. A TITLE: INSTALLATION DETAIL 10) FLORIDA EXTRUDERS 1.000 SERIES SINGLE HUNG IS SHOWN - THIS THIS PRINT ALSO APPLIES. TO THE FLORIDA EXTRUDERS 1500 AND 2000 V SERIES: SINGLE" HUNGSE EAT 1: O N. SGL. HUNG FLANGE WINDOWS — SERIES 1000 1 SQO & . 2000 , 1 1), WHERE WINDOW: IS INSTALLED IN .MASONRY OPENING WITH A DRAWN sY: B B APPROVED BY. STRUCTUAL. TWO BY WOOD BUCK, USE #10 SCREWS OF :' ,r�.^. SUFFICIENT LENGTH. TO . ACHIEVE 1-3/8- MIN_ EMBEDMENT AT VIEWED FROM EXTERIOR a € _�S - Z _� = <<_ DATE: 10 / 0 9 / 0 1 SCALE: N T S DWG.: FLEX 00 1 S ALL INSTALLATION FASTENER LOCATIONS. oacaewcn av PannurT" A APPLICATION' ENGINEERING. INC., 250 INTERNATIONAL PKY_. SUITE 250. HEATHROw. FLORIDA '32746- PHONE. 407 805-0365 Fax 407 805-0366 I' MIN. EMBEDMENT -4-- WINDOW WIDTH 1/4' MAX. CAULK BETWEEN. SHEATHING Two BY WOOD SHIM SPACE. BY OTHERS WINDOW FIN a BY OTHERSSHIMAS TWO BY WOOD SHEATHING SEE NpTES� D STUD BY OTHERS SHIM AS REQ'D. INSTALLATION ANCHOR (SEE NOTES) #8 WOOD SCREW C L0711 BY ❑THERO�`� S �u EMBEDMENT -s 1/4' MAX. GLAZING (TYPJ PERIMETER SHIM SPACE ��.Y (SEE NOTES) I CAULK SHEATHING BY OTHERS BY OTHERS FIN TYPE WINDOW FRAME CAULK BETWEEN HEADER FIN TYPE WINDOW FIN GLAZING (TYP.) WINDOW FRAME & SHEATHING (SEE NOTES) WINDOW JAMB WIDTH PERIMETER INSTALLATION ANCHOR CAULK- #8 WOOD SCREW q BY OTHERS STUCCO BY OTHERS SECTION B—B 8 a WINDOW 24O.C. HEIGHT MAX. (TYP.) EQUALLY SPACE ANCHORS (TYP.). WINDOW HEIGHT NOTES GLAZING (TYP) ,� I 1) SHIM AS REO'D..AT EACH INSTALLATION ANCHOR. (SEE NOTES) o o A 6' MAX. (TYP.) MAX- ALLOWABLE SHIM STACK TO BE 1 /4-. 2) WINDOW .FRAME MATERIAL: ALUMINUM ALLOY 6063- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEvE MIN EMBEDMENT OF I" INTO WOOD BUCK. 4) USE SILICON IZED. ACRYLIC .CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL 6' MAX: (TYPJ AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART.. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FIN TYPE ELEVATION 7) GLASS THICKNESS .MAY VARY PER THE REOUIREMENTS OF WINDOW.FRAME ASTM E1300 GLASS CHARTS. PERIMETER MARBLE SILL VLEWED FROM EXTERIOR 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 CAULK STOOL BY OTHERS AND 2000 SERIES SINGLE HUNG WINDOWS. BY OTHERS INSTALLATION ANCHOR TWO BY WOOD - #8 WOOD SCREW BY OTHERS II- STUCC ❑ BY OTHERS - 4 .✓, REV DESCRIPTION DATE INI FLORIDAD E R S INTERNATIONAL, INC. .> SANFORD, FLORIDA CAULK BETWEEN ` :} _ WINDOW ;FIN SHEATHING & "SHEATHING BY OTHERS TITLE: INSTALLATION DETAIL W/#8 SCREWS EMBEDMENT - SINGLE HUNG.FIN WINDOW — SERIES 1000,-1500, & s SECTION, A zDRAWN BY:BB j—A APPROVED BY: DATE:12/13/01 SCALE:NT. S. DWG.:FLEX0026 SHT1 eirr xn Ur Aruon. r. nPlne 2 A6 PUONC 4n7n36 -Rn5-5 FAX 407 805-0366 -PREPARED HT= YRuivu.1 a Nrrlll.h.lUlm CNUINLLGKINU.-' - -- - INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN HEAD & SILL EACH. JAMB. CALL WINDOW UP TO 70 PSF UP TO 70 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 2430 27 1/2 X 35 1/2. 2 3 2438 27 1/2 x 43 1/2 2. 3 2440 27 1/2 x 47 1/2 2 2444 27 1/2 X 51 1/2 2 3 3 2450 27.1/2 X 59 1/2 2 2460 27 1/2 X 71 1/2 2 4 2470 27 1/2 X 83 1/2 2 4 2824 31 1/2 x 27 1/2 2 2 2830 31 1/2 X 35 1/2 2 3 2838 31 1/2 x 43 1/2 2 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 2 3030 35 1/2 x 35 1/2 2 3 3038 35 1/2 X 43 1/2 2 3040 ` 35 1/2 x 47 1/2 2 3 3044 35 1/2 x 51 ' 1/2 .. 2 3 3050 35 1/2 x 59 1/2. 2. 3 3060 35 1/2 x 71 1/2 2 4 3070 35 1/2 X 83 1/2 2 4 3424 39 1/2 x 27 1/2 3 3436 39 1/2 X 35 1/2 3 2 3438 39 1/2 X 43 1/2 3 3 3440 39. 1/2 x 47 1/2 3 3 3444 39 1/2 x 51 1/2 3 3 3450 39 1/2 x 59 1/2 3 3 3460 39 1/2 X 71 1/2 3 4 3470 39 1/2 X 83 1/2 3 4 3824 43 1/2 X 27 1/2 3 2 3830 43 1/2 x 35 1/2 3 2 3838` 43 1/2 X 43 1/2 3 3 3840 43 1/2 x 47 1/2 3 3 3844 43 1/2 x 51 1/2 3 3 3850 43 1/2 x 59. 1/2 3 3 3860 43 1/2 X 71 .1/2 3 4 3870 43 1/2 x 83 1 2 3 4 27 1 2 3 2 4024 4030 47 1/2 X 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 4Q70 47 1/2 x 83 1/2 1 14 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 13, 18 1/8 x 37 3/8 2 3 14 „ 18 1/8 x 49 5/8 2 3 1-45 t1 18 1/8 X 55 1/4 2 3 15 ' 18 1/8 x 52 2 4 16 18 1/8 X, 71 2 4 17 18 1/8 X 83 2 4 1112 25 1/2 x 25 2 2 3 1H3 25 1/2 X 37 3/8 2 1H4 25 1/2 X 49 5/8 2 3 - IH45 25 1/2 x 55 1/4 2 3 IH5 25 1/2 x 62 2 4 1H6 25 1/2 x 71 2 4 1H7 25 1/2 X 83 2 4 30 1/2 x 26 29 1/2 X 25 2 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 30 1/2 x 63 29 1/2 X 62 2 4 30 1/2 x 72 29 1/2 X 71 2 4 30 1/2 x 84 29 1/2.x 83 2 4 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 Y5 36 X 62 2 4 26 36X71 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 4 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 4 x a x I I WOO SI, BE H. tj MLi 1 T-N U iAMB (I r.0 x I/P S-L'F 0 ',%-- G TAP; SMS N MULLION P N G S ill s SEC -Ij, 0 N A A X 7 16 X t/a MULLMN 0 S G u 0 J A, M E I � . jAH3 TYP,)' , T vR) li 8 x 1.112 s TAPPITINIC SMS SEALAn't BETWEEN WINDOW FLANGES .& MULLION APPING Sm- 1 ) N IN A 11 Fx TUBE MI 1 TON 1 .0 C 'Stp- Iu001 S. H.. JAMB 'ITYR) j 3 #2 X 1/2 SEi-F TA,PPING SIMS X 2 X 2/8 WOO D JETS'` I TUDE A U!- L 1 .0 'No BUCK t r,7' N C R 0 R IKASONRY rly 1 1/41 MIN: c #2 X 1 2 S, FM�iEDHENT, T, C SMI �NSTA; A TI 0` 4 ANr*.-4f!R -61 ky r Apr,, iN X 3� �s y -X-�7'PNt4L fT 7 U7 j iCN TO COP-iCIRETC, -i5), H-`AD PICAL lk A -A .(2 I " X 4 0 H EAD SILL t PRUES 'USED' A j P N t 1111CZ A C. klo. i z- x x 31/8 1 C 0 S.'. TUBE A I -Ni L) L #C- x 1/2 SELF -IN S T A L i- A T T'Ll !11 ANCHOR 11/2 SE-i IC- TAFFING SiMS TAPCON SMIS SCRE%.1 ANCHOR %'--YP.N #8 Xv 11-1/2 SE' F7- N TA!:'-PlNC; SiMIS TAPPING St -IS. s N A SILL CLIP. SEALA�4 T BE'T W E E N 14 T N Ti F! ANGES 1/4' MT; i, S. MULLION j EMBED N T!C N A -A PR- AST SILL BY 0 T HE R S C Al-L%py Pj.ATlc .--;-,R ALPL rTIONAL ANCHORS.: WHEN R FQ uT R E -D) o r--T A .(D I R (D E' EVATJON #8 x i/P S E-L. F MEWEE-;' FROON,4 EXTE-RIOR 6 A?i✓ING SMS T7%TFVV'0XTArVTn?%TAT INC SEALAN, B-Tw-EN 1 SEALANT BE WEE-N. WINDOW FLANGES WIND1V PLANGES MULLION MULLIDN \--#8 X 1-1/2 SELF 1� 1 48 x 1 2. S E L %PPT NG SMS APP.NG SMS IECTiON A-' !FLORIDA. EXTRUDERS SANFORD, FLORIDA ; OF ��C 1- L A N G E S H:TITLE:0 0 li T 0 f" S v U SE F �THER SIDE SHEET P OF P) FOR �U—S T PRESSURE CAPAC T T'-S r F F. DRAWN BY: ROVED BY: S3 nn-) 11 J inATVDjLU-Us- P q r A T.P. - I'd I nwa - ANGE VERTICAL DESIGN PRESSURE CAPACITIES SERIES 1000 & 1500 r CAPACITY i CAPACITY CAPACITY i CAPACITY :CAPACITY ;CAPACITY CAPACITY CAPACITY WINDOW - i CAPACITY WINDOW 8 1 X2X1 / ;CAPACITY 1 X2X1 8 / 1 CAPACITY. I 1 X2X3/8 CAPACITY 1 X2X3/8 iX2 7/16X1/8'1X2 7/16x1/8,1x2 {CAPACITY 7/16X3/81X2 7/16X3/81 T48ANCHORSLILL T28A 1 X4X1 /8 T48ANCHORSL 1 X4X1 /8 T68ANCHORSL i X4X3/8 1 X4X3/8 TseA s� 2X4X3/8 TUBE S ' CAL L TIP=TO-TIP TUBE MULL ;TUBE MULL TUBE MULL ! 2 ANCHORS ! TUBE MULL T26A ANCHORS 4 ANCHORS T48ANCHORSL ANCHORS = A-A(5) A-A(5) `T48ANCHORSL SECT. A-A(6) cHo SECT. A-A(6) i ANCHORS SECT. A -A 7 ` S{ZE SIZE 2 ANCHORS { 4 ANCHORS SECT. A -A 1 SECT. A�� i SECT. A-A(2� SECT A-A(2) SECT. A-A(3) ! ; SECT. A-A(3Z: SECT. A-A(4) ;SECT A-A(4) SECT. ;SECT. _ 732.42 !: 336.52 692.83 336.52 732.42` 336.52 1732.42 j 791.81 ; 1187.72 i 791.81 11187.72 11187.72 12 19 1 /8 X 26 336.52 209.72 429.55 j 209.72 ^3456.46�- 209_72`� 456.46 93.4 i 4__7 , 740.20 493.47 740.20 740.20 13 9 1 8 X 38 3 > 209.72 317.66 152.75 193.92 ' 271.83 ; 359.41 539.12 359.41 _ -! 39.12 12A 539.12 14 i 9 1 8 X 50 5 8 131.23 ,1 / / ... -- ------ 1131.23 ! 94.13 ` 152.75 127.29 •. 77.46 127.29 135.81 139.09 _T152.75 135.81 194.97 ' 319.55 460.17 319.55 79 479.33 145 j19 1 /8 X 56 1 /4 94.13 , 59.21 ! y97.48 !+ 1 19.85 ; 136.64-282.02 _ 423.03- 282.02 423.03 - - - ' 423A3 -- 15 19 1 /8 X 63 . 65.97 ----� 65.97 ' __89.21 58.81 _ 58�81J-__ _ r97_48 _ 64.27 _ _64.27 90.0990.09 - 212.62 ; 212.62 296.98 `296.98365.75 - ! 19 1 8 X 72 43.49 -------- - 43.49 - : 36.45 = 39.83 39.83 T55.84 -- __- 1 131.79 --I--------- 131 79 i 184.08 184 08 ; 294.03 17 --;- 19 1/8 X 84 26.96 - 26.9.6_ r--------- i 572.13 136.45 .8 262.87 i - ':. 541.20 1 262.87 572.13 _55.84 ) 262.87 - -- ' 572.13 _^ - __ j 618.52 ; 927.78 618.52 1927.78 1927.78 1 H2 ! 26 1 /2 X 26 _ 262.87 38 3/8 157.93 ' j 239.21 --- - 157.93 -- - ---- - j 323.48 - ; __ --- 157.93 _= ! 343.74 i 157.93 ? 343_74 371.61 j 557.41 371.61 ' 557.41 i. 557.41 1 H3 6 1 2 X / 6 1 2 X 50 5/8 97.25 / 97.25 113.20 1131.51 ' 1 13.20 - ' 143.71 j 1 13.20 _ 201 .45 i 266.35 _ 1399.53 + 266.35 ! 399.53 , 399.53 1353.55 1 H4 - 1 H45 6 1 /2 X 56 1 /4 69.43 --, = 69.43 _ 93.89_ --- 93 89 100.17 + 102.59 1100.17 i 143.81 235.70 207.10 .339.42 236.83 235.70 207.10 1353.55 ! 310.65 i 310.65 1 H5 ' 26 1 2 X 63 48:44 / i - 48.44 ---_ 1 - 65.51 - _,-- i 65.51 71.58 _` 71.58 �_--_ .88.01 _-_ - 100.34 ! 65.86 : i 155.44 , 155.44 i 217.1 1 217.1 1 i 267.3 1 H6 26 1 /2 X 72 ; 31.79' , 31.79 ; 42.99 j 42.99 ; 46.98 ' 146.98 ; 65.86 0 1 i 40.64 t 95.93 _ j ! ; 95.93 1 133.99 1 133.99 1 214.02 1 H7 I 26 1 /2 X 84 19.62 ' 19.62 , 26.53 26.53 1 28.99 1 28.99_ 64 - _ _ _ 22 37 X 26 ; 21 6.75 471.75 216.75 ; 471.75 4 216.75 471.75 6 i - 1216.75 1 i 471.75 j 266:00 151.0 287.57 1765 i 431.36 1510 1287.57 765 431.36 1765 i 431.36 23 37 X 38 3/ 8 + 122.22 i 185.12 122.22 ' 250.32 ; 122.22 ` ; 2 r108.37 122.22 85.36 - 1 151.91200.86 ' 301.29 200.86 301.29 i 3+01.29 - - - _- 24 j37 X 50 5/8 -73. 34 i 73.34 85.36 - 170.28 99.17 70.28 185.36 i 76.79 74.98 �7_65 176.43 i 254.07 _ 176.43 T264.64 --} ' 264.64 - 245 �37 X 56 1 /4 51.97 -- _1 51.97 ?--^� 36.01 - 48.70 , 48.70 _74.98 ! ; 53.21 ; 53.21 _Y1 65.43 74.59 ' 153.96 �- 176.06 153.96 - ; 230.94 ! 230.94 25 ; 37 X 63 36:01 ; -----4- ; __ 31.74 31.7434.69 -_ 1 34.69 148. 62 48.62 1.14.761 14.76 131.61---1 1160.30 197.41 26 i 37 X 72 123.47 { 23.47 4 19.46 19.4621.26 { 211a: _ _ 129.81 ?- r70.36 ! 70.36 98.27 156.97 27 37 X 84 14.39 . 14.39 ' �. 191.61 _i 394�49 - 1 417.04 _29.81 - ,;r .191.61' 7 D4.; 450.85 676.28 ' 450.85 { 676.28 1676.28 32 53 1 $ X 26 191.61 / 417.04 _ 98.38 ' 201.51 _�191.6i j 98.38 214.14 �.38 �•� ;' 2•.4.14 , 23.1..50 ; 347.25 231.50 ; 3472� : 347.25 33 3 1 /8 X 38 3/8 98.38 49.02 s 56.23 1 65.45 �__:- 76.04 65.45 , 83.09 "-fi5.-45 _ 1 1.6 d7�` ;:1_94.00 - 231.01 --r-- ':. 154.00 231.0 1 `•:. 231.01 34 - �3 1 8 X 50 5 8 56.23 - / /4= i --- 53.17 156.73 - t -- 58.10 -` 156.73 r81.44 1 133.48 192.22 133.48200.23 -- ► 200.23 345 6 .32 ��_31 /8 X 5 1 / , 39 39.32 ! 53.17 { 36.40 ; 136.40 1 39.78 , 39.78 48.91 i 55 T6 _- -; ' '�i5.08 1„ - •-- i I 131.60 _ 1115.08 ; 172.63 ' 172.63 35 53 i /8 X 63 1 26.92 _- _ 1 26.92 - -- 23.45 - ------ 123.45 + - 25.62 i 25.62 ! 3_5.92 ; 35.92_ 84.77 j 84.77 97.21 1 18.41 1145.82 36 53 1 /8 X 72 17.34 17.34 - -r 15.53 - 15.53 f - , 21.77 ; 51.39 51.39 71.78 ' 71.78 ► 120.8T 37 1 8 X 84 10.51 53 / _ ! 10.51 14.21 14.21 ; _-121.77 SERIES 1-000 & 1500- FLANGE VERTICAL` ' . FLORIDAEXTRUDERS INTERNATIONAL, INC SASFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES 111 LG. �����JV{� �I - am. �Nv T r iJ '-• n r! ���vt_ SHEET 2 OF 2 n nl1 Z NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON EACH END. DRAWN HY:. j APPROVED HY: FASTENERS REQUIRED .AT B) DESIGN PRESSURES GIVEN --- --- ARE FOR _..-, 1.5 X CCU 4. - --- '`I" -' DATE:J ► / _ . �;` SCALE: �!! `- - ? r DWG.: �, �1� L P� 2 1000 S.H. JAMB (TYP.) W Wo .acar�e�owr 1000 S.H. - JAMB (TYP.) I1000 S.H. JAMB (TYP.) 1 X 2 X 1/8 1000 S.H. TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING _..SMS SECTION _A -A (1) 1 X 2 7/16 X 1/8 TUBE MULLION 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS 1 l--------------- SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS -SECTION A -A (3) 1 X 4 X 1/8 TUBE MULLION 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF. TAPPING SMS SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A_ (5) 2 X 4 X 3/8 SEALANT BETWEEN TUBE MULLION WINDOW FRAMEIL .. & MULLION #8 X 1-1%2 SELF TAPPING SMS SECTION A -A (2) 1000 S.H... 1 X 2 7/16 X 3/8 JAMB (TYP.) TUBE MULLION #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN #8 X 1-1/2 SELF_ WINDOW FLANGES WINDOW FRAME TAPPING SMS &MULLION & MULLION #8 X 1-1/2 SELF SECTION A -A (7) TAPPING SMS TWO BY WOOD _ BUCK BY OTHERS DETAIL B BG wuuv J�,Rr_w (TYP.) SILL CLIP IL L 1 1%8' MIN. EMBEDMENT SHEATHING DETAIL C WOOD FRAMING SECTION A -A (4) AUXILIARY PLATE 1 X 4 X 3/8,1C (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) TUBE MULLION �•� Fr uo� ke _ R v1\1 vCr ILL] #8 SELF TAPPING SMS (TYP.) DETAIL B MULLI❑N #8 X 1/2 SELF ELEVATION 0 TAPPING SMS VIEWED FROM .EXTERIOR i FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS i SEALANT BETWEEN & WINDOW ION FRAME j r � � SEE OTHER SIDE (SHEET 2 OF 2> FOR DESIGN PRESSURE CAPACITIES #8 X 1-1/2 SELF TAPPING SMS DRAWN BY: M S H APPROVED BY: SECTION A -A (6) DATE:2/6/02 SCALE:NTS DWG:. 1VMFIN _. � v A �y SERIES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES WINDOW CALL SIZE WINDOW TIP -TO -TIP SIZE CAPACITY 1 X2X1 /8 TUBE MULL 2 ANCHORS SECT. A -A :1 CAPACITY 1 X2X1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A=A 2 CAPACITY 1 X2X3/8 IX2 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY 7/16X1/8 TUBE MULL . 2.ANCHORS SECT. A -A 3 CAPACITY lX2 7/16X1/8 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1X2 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 X4X1 /8- TUBE MULL 4 ANCHORS SECT oA-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 6,ANCHORS :SECT. A-A(7) 201.83 125.78 91.61 403.67 - . 251.57 - 183.23 403.67 ...605.50 251:57: 183.23 377;3.6. 274.84 403.67 251.57 _ 183.23 ,605.50 ' 377 36 - . 274.84 = 605.50 377,.36 274.84 18 1 /8 X 25 18 1 /8 X 37 3/ 18 -1 /8 X 49 5/8 201.83 125.78 91.61 403.67 251.57' 129.63 92.98 65.16 42.96 201.83 125.78 91.61 403.67 251.57 178.41 201.83 125.78 91.61 403.67 251.57 183.23 12 13 14 81.45 71.88 59.13 ` 127.97 89.68 59.13 8145 71.8.8 62.15 136.55 95.70 63.09 81.45 71.88 62.15 162.91 135.52 89.35 162.91" 143.77. 124.30 244.36 215.66 186.46 162.91 143.77 124.30 244.36 215.66 186.46 244.36 215.66 186.46 145 18 1 /8 X 55 1 / 18 1 /8 X 62 18 1 /8 X 71 81.45 65.16 42.96 15 16 26.63 36.65 36.65 39.11 39.1. 52.64 55.38 105.29 128.92 105.29 157.94 157.94 17 18 1 /8 X 83 26.63 157.66 94.72 67.89 60.08. 52.79 45.43 38.32 315.32 189.44 135.79 1.20.16 99.52 65.32 40.31 315.32 189.44 135.79 120 16 105':58 90.87 7664 - 472.98 284.17 203.68 180.24 -158.37 136.31 93.84 315.32 189.44 135.79 120.16 105.58 90.87 76.64 .472.98 284.17 - 203.68 180.24 % . 158.37 136.31 144.96 472.98 284.17 203.68 180.24 t 58.37 136.631 1 H2 25 1 /2 X 25 5 1 /2 X 37 3/ 5 1 /2 X 49 5/ 5 1 /2 X 55 1/4 25 1 /2 X 62 25 1 /2 X 71 25 1/2 X 83 157.66 94.72 67.89 60.08- 47.85 31•.40 19.38 315:32 189.44 96.07 68.58 47.85 31.40 19.38 157.66 94.72 67.89 60.08 52.79 43.22 26.67 315.32 189.44 132.22 94.39 65.86 43.22- 26.67 1`57.66 94.72 67 89 60 08 5279 45.4-3 28.46 315.32 189.44 135.79 100.72 70.28 46.12' 28.46 1 H3 1 H4 . 1 H45 1 H5 1 H6 1 H7 130 260 260 390 260 390 390 260 130 260 22 36 X 25 =130 260 130 23 24 245 25 6 X 37 3/8 6 X 49 5/8 36 X 55 1 /4 36 X 62 73.30 51.20 44.97 35.57 146.60 72.44 51.33 35.57 73.30 51.20 44.97 39.24 146.60 99.71 70.65 48.96 73.30 51.20 44.97 39.24 146.60 102.40 75.39 52.24. 73.30 51.20 44.97 39.24 146.60 102.40 89.94 73.98 146.60 102.40 89.94 78.49 219.91 153.60 134.91 117.73 146.60 102.40 89.94 78.49 219.91 153.60 134.91 117.73 219.91 153.60 134.91, 117.73 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 27 36 X :83 14.21 14.21 19.56 19.56 20.88 20.88 29.56*` = 29.56 56.21 68.83 56.21 84.32 84.32 32 52 1 /8. "X 25 1 14:92 229.84 114.92 229.84 114.92 229.84 11 = 229.84 - 229 84 344.77 229.84 344.77 344.77 33 52 1 /8 X 37 3/8 59.01 118:02 59.01 1 18.02 59.01 1 18.02 59.01 118.02 118.02 177.03 118.02 177.03: , 177.03 34 2 1 /8 X 49-5/8 39.25 55.54 39.25 76.45 39.25 78.51 39.25 78.51 78.51 117.76 78.51 117.76 117.76 345 52 1 /8 X 55 1/4 34.02 38.84 34.02 53.45 34.02 57.04 34.02 68.05 68.p5 : 102.07 -68.05 _" -102.0702.07 102.07 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 - i 74.34 37 - 52 1 /8 X 83 10.38 10.38 14.29 14.29 15.25 ;f5 25 :+ ",-_ 20.53 21:59 41.06 50.27 41.06 . 61.59 61.59 SERIES 1000 & 1500 FIN VERTICAL .INCEXTRUDERS SANFORD, FLORDAFLORIDA MULLION DESIGN PRESSURE CAPACITIES TrrLE:DESIGN PRESSURE CAPACITIES FIN SHEET- 2 OF 2 NOTE: A) NUMBER OF ANCHORS NOTED FOR 48 SCREW 1 8 hE ` 200s2.,, . , '`� . = VERTICAL MULLIONS - SER, 1000,& 1500' FASTENERS REQUIRED AT EACH END. - DRAWN BY: JBH 1APPROVED_ BY: Rl f1CCICtJ IQl=C GIVEN ARF FAR .1.5_X --.nn ins in-� ....r r .� 1 ..-- %i►ArrK I ne + INSTALLATION ANCHOR DOOR WIDTH /4- MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'Q'D ss8 SCREW _ .. , TWA BY WO #$ SCREW _SHEATHING (SEE NOTES) 1-1/8 MIN. BY OTHERS BY OTHERS EMBEDMENT 7w0 BY WOOD` CAULK BETWEEN TWO BY WOOD BY OTHERS' DOOR FLANGE SLIDING GLASS & SHEATHING BY OTHERS DOOR FRAME CAULK BETWEEN ` JAMB HOOK STRIP & ..SHEATHING SLIDING GLASS DOOR HOOK STRIP SHIM AS REO'D. 1/4' MAX.. (SEE .NOTES) SHIM SPACE INSTALLATION ANCHOR 1-1l8' MIN 1-1/8' MIN. ss8 SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS STUCCO CAULK BETWEEN OR SIDING CTYP.) DOOR FLANGE BY OTHERS & SHEATHING SLIDING GLASS DOOR FRAME . PERIMETER HEAD SHEATHING CAULK BY BY OTHERS OTHERS PERIMETER. SHEATHING CAULK BY BY OTHERS TEMPERED GLASS TEMPERED OTHERS STUCCO (TYP.) STUCCO OR SIDING L-14GLASS (TYP.) OR SIDING BY OTHERS '�� r. m ' �I BY OTHERS" SLIDING GLASS" DOOR L4AU INTERLOCK DOOR HEIGHT SECTION B-B HOOK STRIP DETAIL Flo ID74 �kvIDERS _ - -- -- A �F 171 - - _ NOTES - 1) DOOR MATERIAL: ALUMINUM ALLOY 6063.- 2) a8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN_ EMBEDMENT. . OF 1-1/8' INTO WOOD. TPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF . SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD"& 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. SILL B B PLACE INSTALLATION ANCHORS, 1N FRONT OF HOOK STRIP AS SHOWN.. 8) GLASSTHICKNESSMAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. - _ - _ 9)'DOOR-UNIT IS APPROVED USING TEMPERED GLASS -IN SINGLE -GLAZED OR INSULATING GLASS. D 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL "JOINT "SEAM SEALER. 11) .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. i EXTERIOR ELEVATION 14' SECT ONS `'A-A''."BAB' & HOOK STRIP OVE ARE DETA � APPLY NTONTHIS INSTALLATI13NG. HOWEVER INST OF ALL PROVED CATION D EMBEDMENT CONFIGURATIONS. e 4 n 1-1/4' MIN, 2 PANEL DOOR SHOWN .15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR 1S SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. n D a D I REV DESCRIPTION DATE 1NI EXTRUDERS FLORIDAINT.. LIBERALLY APPLYCAULKING.UNDER SILL INC. SANF.ORD FL. OR SET SILL IN BED INSTALLATION ANCHOR nn OF CONCRETE 3/16' DIA. TAPCON TITLE: SLIDING GLASS DOOR SECTION A -A INSTALLATION WITH #8 SCREWS 0 DRAWN BY: BB APPROVED BY: s 2002 ATE: 12/17/01 SCALE: NTS DWG #fLEX0027 SHT i OF ooronorn Ar- ocnnnrT i nPPIACATION ENGENEERING. INC.. 250 INTERNATIONAL PKVY., SUITE 250, HEATHROW. FLORIDA. 32746. 407-805-0365 FAX 407-805-0366 QUANTITIES IN EA. HOOK STRIP r ' #8 SCREW INSTALLATION. ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAIMB DOOR .61 PSF TO SIZE AND SIZE Up TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO UP TO 46 PSF TO 61 PSF T� CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF a5 PSF 60 PSF 70 PSF 4068 XX, ❑X, X❑ 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 - ' S068 XX, ❑x, X❑ 60 X 80 6 6 6 8 8 $ 4 4 4 6068 XX, OX; XO 72 'X 80 8 8 8 8 8 8 4 4 4 8068 XX, OX, X❑ 96 X 80 10 .10 10 8 8 4 4 4 10068 XX, OX X0 120 X SO.. 12 12 12 10 10 - 10 5 5 5: ' 5080 XX, OX, X❑ 60 X 96 6 6 6 10 10 10 5 5 5 6080 XX, OX, XO 72 - X 96 8 8 10 8 10 10 10 - 10 5 5 .5 8080 xX, 10080 XX QX, xO OX xO 96 X 96 120 X 96 ' 10 12 12 12 10 10 10 5 5 5 50100 XX, ❑X, xO 60 X 120 - 6 6 6 12 .12 12 12 6" 6 6 6 6 60100 xX, ❑x, xO 72 X 120 8 8 8 12 12 12 12 12 6 7 8 80100 XX QX XO 96 X 120 0 8 8 8 4 4 4 9068 OXO 109 1/8 X 80 12 12 12 8 4 4 4 12068 OXO 145 1/8 X 80: 14, 14 14 $ 8 8 4 4 4 ' 15068 OXO 181 1/8 X 80 " 167-:. 16 16 8 8 10 5 5 5 9080 ❑xo 109 1/8 X 96 12 12 12 10 10 5 5. 5 12080 ❑X❑ 145 1/8 X .96 14 14 14 10 10 10 10 10 5 5 5 15080 ❑xo 181 1/8 X. 96 16 16 16 10 12 5 7 8 90100 OX0 109 1/8 X 120 12 12 12 .12 12 12 5 7 8 120100 OXO 145 1/8 X 120 14 14 14 12 8 12 8 8 4 4 4 " �'' � �� •' ' - 9068 XXX 106 5/8 X 80 12 12 12 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 10 5 5 5 i 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5. 5 S 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 10 10 5 5. 5 i'- ' 15080 XXX 178 5/8 X 96 16 16 16 6 7 8 90100 XXX 106 5/8 ,X 120. 12 12 12 12 12 12 12 6 7 8 ' 120100 XXX 142 5/8 X 120 4 4 4 12 12 8 4 4 4 ' 10068 OXXO 119 5/8 X 80 12 12 12 8 8 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8 - 8 4 4 16068 OXXO 191 5/8 X 80 18 18 18 8 8 8 4 10080 ❑xx0 11 / X 12 12 i2 1 1 1 1.0 5 5 5 12080 OXXO .143 5/8: X., 96 - 14- 14 .14 10 10 10 5 5 5 160.80 ❑XX0 191 5/8 X 96 18 18 18 10 10 12 6 7 8 100100 OXXO 119 5/8 X 120 12 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 14 14.- 12 12 12 6 7 8 ' 160100 ❑XXO 191 5/8 X 120 .18 18 19 - 12 4 4 I0068 XXXX 11 1/4 X 12 12 12 8 8 8 4 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 10 5 5 5 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 EXTRUDERS 1-6080 XXX-X 189 1/4 X 96 16 16 16 10 10 7 FLORIDA -i00100 XXXX 117 1/4 X 120 12 12 12 12 12. 12 5 .8 8 INT. IN. SANFORD, 'FL. 120100 XXXX 141 1/4 X '120 14 14 14 12 12 12 12 5 5 7 7 - TITLE: SLIDING GLASS DOOR 160100` XXXX I89 1/4 X 120 16 16 19 12 12 . INSTALLATION WITH #8 SCREWS — - ENGINEER: B B DnTE 12121101 - ANCHOR NOTES ,. 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTI.TIE.S. n�sc�aLir+E: CIVIL S`"`E' N.T.S. D"� M° FLEX0027 �i 4 } �� ?, FL. REG. ND: — REV. LETTM SHEET" 47182 ?OF2 DESIGN PARAMETERS BASIC WIND SPEED = w M.P.N. (FASTEST MILE) 110 MPA. l3 SECOND GUST) WIND IMPORTANCE FACTOR = 1-0 WIND EXPOSURE CATEGORY = B APPLICABLE INTEfa4AL PRESSURE COEFFICIENT t 0.18 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 18 PSF ROOFS = +20 , -20 PSF -30 P5F AT OVERHANGS) VANGUARD/ FOX & JACOB ORLANDO DIVISION GENERAL NOTES DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL_ CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. 0N-51TE VERIFICATION OF ALL DIMENSIONS .AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE -SUB-CONTRACTORS. EACH SUS -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 5. IT 15 THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 54"X22" AND 3(6"X24" PLANS ARE DRAWN TO SCALE 1/4." = 1'-0", EXCEPT FOR THE 51DE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0". ALL I'7XII PLANS ARE DRAWN TO THE SCALE 1/5" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-0". ENGINEERED BY: VANGARD .& Fox & JkcoBs HomEs BY ¢ E N T E X ENGINEERING (407) 774-9003 FA7C (407) 774-64T7 P.O. BOX 161613 ALTAMONTE SPfM4M FL 32716 T "VkS J. ANDMSON PE/ 47819 SHEET INDEX SHEET NO. SHEET NAME C - COVER SHEET Al - FOUNDATION PLAN & DETAILS, WALL SECTIONS A2 - FOUNDATION DETAILS, CONT. A1.1 - FLOOR PLANS A3 - EXTERIOR ELEVATIONS A4 - ELECTRICAUHVAC PLAN, INTER. ELEVATIONS, PLUMBING RISER DIAG., ELECTRICAL RISER DIAG. A5 - LINTEL DIAGRAM & TABLES A6 - FLOOR & ROOF TRUSS LAYOUTS (NOTE: SHEET A6-A. 1 -'A'GABLE DETAILS) A6.1 - STRAPPING SCHEDULE S1 - GENERAL NOTES & DETAILS S2 - CHIMNEY, STAIR, & REPAIR DETAILS S2.1 STRUCTURAL STAIR DETAIL S3 - OPT. CVD. PORCH DETAILS, OPT. STAIR RAIL DETAILS o ; 3-p r t t W V' n 1i t (9 N flit za#� aria by'.14 d.- by: —d-Ign 0,-22-01 sheet R-15 INSUL' VS• DRYWALL DOUBLE 2X- TOP PLATE — in" DRYWALL OVER IX2 FURRR4G OVER R-5 INSUL.- WRJDOW UNIT- 3- In' CO4C. SLAB WFIBERIIESH OVER OVER 6 MIL VAPOR BARRIER OVER TREATED, COMPACTED FILL — FIBERGLASS SHRYLES OVER IS' FELT OVER T/I6" 05B OR I/2" COX WOOD TRUSSES STRAPPED AS SHOWN ON TRUSS LAYOUT P.T. DO OVER "CDR OYER 2X6 SUBFA5CIA RV COW. ALU"L VENTED SOFFIT VOL. 2X8 HEADER FOR 4'-6' MAX OPENING, DBL. 2XI0 HEADER FOR 5'-9' MAX OPENING UN.O. -WINDOW WIT -2X WOOD STUDS - I6• OL. W/ R-B R451A. -1/8` STUCCO ON MTL LATH OVER 6• FELT OVER T/I6' OSB. OR V2' CDX _2X BOTTOM PLATE O4 3/4" TAG PLYWOOD 2X4 CONT..BAND BOARD FLOOR TRUSS STRAPPED AS 540UN ON TRUSS LAYOUT R-15 11`L V2' DRYWALL DOUBLE 2X TOP PLATE- 2X4 BOTTOM PLATE OVER 3/4• T 4 G PLYWOOD — FIBERGLASS SHINGLES OVER FS•. FELT OVER tA&" 0.5D. OR IR' CDX R100D TRU-6ES STRAPPED AS SHOIIN ON TRUSS LAYOUT W PT_ OVER Dc8 _ CDR OVER'2X6 SU3FA5CIA W CCNT- ALU1 VENTED SOFFIT DBL. 2X8 HEADER FOR 4'-6• MAX OPENING; DBL 2X10 HEADER FOR W-9• MAX OPEMMG UNO. WIDOW LINR 2X - WOOD STUDS • I6'O.G. W/ R-8. wr-k - I1W STUCCO ON MTL. LATH. OVER 15•FELT. OVER 1/16• . OSOB: OR IR• CDX FLOOR TRUSS STRAPPED AS SHOW ON TRU„5 LAYOUT I/2" DRYUTALL�' LINTEL BLOCK W/1 • 5 BAR 2X P.T. B1M. - DBL_ 2X - TOP PLATE PRECAST WITH (1) • 5 PLATE LLV iR'XS' DE3L. 2X6 HEADER U A4EN 6 FT OR GREATER AB. 32' O/C FOR 4'-6' MAX. OPENING, DBL. 2XIO PRECAST GONG. SILL 3-Ir2' COW- SLAB HEADER FOR W/FIBERMESH OVER MAX OPENING UN.O. MAS. FINISH OVER OVER 6 MIL VAPOR WP1D017/ WIT CMU BLOCK UV- DOWELS BAp21ER OVER TREATED, SNOUIN LOCATIONS O4 FOUNDATION. PLAN COMPACTED FILL 2X - WOOD - S7UD5 0 16'OC. W/ R-11 INSUL. - - -'.1.- GRADE GRADE n � 3 • 5 BARS - 20" 20` 3 • 5 BARS WD WALL SECTION — FRAME OVER CMU e�r1WALL SECTION — FRAME TWO STORY TT TWO STORY IR" DRYWALL OVER DO 3V5' CONC. SLAB UL FIBER•IESH OVER 6 MIL VAPOR BARRIER OVER TERT'11TE- TREATED,WELL COMPACTED FILL FIBERGLASS 61404GLES OVER IS' FELT OVER IIV," 060 WOOD TRUSSES STRAPPED AS SHOUIN ON TRUSS LAYOUT P.T. IX2 OVER 1X8 CDR OVER 2X6 SUBFASCIA W/ CONT. ALUM, VENTED SOFFIT -DBL_ 2X8 HEADER UNLE55 OTHERWISE NOTED ON PLAN - -WINDOW WIT - -2X WOOD STUD5 -1/8' STUCCO O4 MTL. LATH OVER 6•FELT OVER V16' _2X BOTTOM PLATE ON 3/4- T46 OS.B. 2X4 COW. BAND BOARD - FLOOR TRU55 STRAPPED AS SHOW ON TRUSS LAYOUT LINTEL BLOCK 10/1 • 5 BAR LINTEL SCREEN MASONRY FINISH OVER CM BLOCK CM BLOCK 011M BAR - SHOW LOCATIONS ON FOUNDATION PLAN I GRADE --- 44 3.5 BARS 20- WD WALL SECTION—O FILLED CELL —TWO STORY STEM WALL — SINGLE LINTEL 3\" CONC. SLAB W/LIBERMESH O R 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL CMU I 3 / 5 BARS .I G MONOLITHIC SLAB — CMU TWO STORY 1 1/2' GONGSLAB W BERMESH OVER 6 MIL VAPOR BA RIER OVER TREATED COMPACTEVAMR V 3I5 CONT. AA DEPRESSED SLAB BEARINGO GARAGE TWO STORY 8.8 LINTEL FILLED W Al-5 EMT. y i i VERTICAL REBAR SEE RAN SINGLE COURSE LINTEL 3/4'=1-0 3\- CONC. SLAB W/FIa RMESH OVER 6 MIL VAPOR. BARRIER OVER TREATED COMPACTED FILL - 1 / 5 REBAR CONT. GRADE X THICKENED SLAB NON BEARING O ENTRY — CONIC. PATIOS NON LOAD BRG. WALL I / 5 REBAR CONT AIL 3 1/2" COW AA W/FIBERMESN '^ OVER 6 MIL i VAPOR BARRIER OVER TREATED COMPACTED FTLL Z DEPRESSED SLAB NON BEARING O GARAGE f a•n c. A I I ST0.6'8 u• - A (DELETE ■/ POO DEQJ I VARIES .. I g PATIO RR II ■ S-6A .ST i G2 Twr_ n I rml FIB X-2- 3•-IP - = II ( FOUNDATION 5LAE6 NO III ■ ■ 3 1/2' CONG. %-AD SLAB w/FI�5H II I OVER b MIL VAPOR BARRI ON-. 1' CLEAN, YELL COMPACTED TE ITE- g . 'RECRUIT 2" SY5TEM (TYP) I I PE515TANT TREATED FILL ■ � AA7 I S - II BB2 g. 3. ----_—_— L - —_—_— —- _LIO _ —4. Dom ■ ■ _ b'X70' LOAD BRG. FIG. I I !I I I - ■ SH R.RRR Ir VARIES I YGARAGE fLR _ I Ipjl _ ■ III III I I' ( I 1 I I ■ I .I - v HB i ■ ■ ■ 3/4' RECESS AT GARAGE DOOR 3 " GONG. SLAB W/FIBERMESN MW BAR R VAP O'LAP VER 6 1/R. VAPOR OVER TREATED OR ACTED FILL \ CORNER BAR \ 5 H�ORIZ BAR W/ STD. HOCK 5 BAR ' 1 \ \ CONC, FILLED C�'al TOP COURSE 10" 1 10' 3/ 5 REBAR IUA -5 CHAIR BLOCK BB THICKENED SLAB CHAIR BLOCK UNDER FRAME UNTEL BEAM REFNFORCING W BEARING WALL LBR TWO STORY FOUNDATION DETAILS & WALL SECTIONS - MONOLITHIC SCALE: 1/4: r ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PEI 47819 MAXIMUM SPACING OF FILLED CELLS UEROIRED CELL5.THAT CAN RE95T A TOO HPJL LOAD DESIGN WALL PRESEiRE T = 22 PSF MAXIM" ALLOT-�E TENSION ON HOLLOW EDRE WITS 1S 25 P51 - ALJ. S31 TABLE 93.1 SEETION PRDP6F,,T1E5 8" PARTIALLY B ROUTED WALL = RSAX 81ASONARY STRILTU2F_5 AE.1) M = We /8. 5 = WL'•LX12/ 8XT= 95A3.1 = 1DA FT. U5E 8.47' FDRIZ 5PACIN6 - 9'-4' EEa_86 MAX (P5 = I-W USE 6'-D' HORIZ. SPACII6 - 10'-D' TO IZ-8* CELL W MAX. USE 5'-O' IOW. SPAfRb - 12'-W TO 1W CEILRG MAX 4 ADD LINTEL W N 45 CONT. @ 9'-4' W.T. (./- 87 TH155TRTLTU2£ HAS BEEN DE5I6TED TO EgT CIR EXCEED THE 110 HP-H 3 SECOIID EtI5T5 WINO LOAD R.1 MRIale 5 OF THE STAWL-RD afILDIT6 C®E :?MI. v/ J J F- Z Uaw0 2ZoF O - O w ZOQ J ��zz< OLL 0 as a sgs F� W fr n�n it iii� Y E Ej€ � Q 1p�s /s$ yg 8 p� S@ F ,,11 1e144ionc dmp1ed 11Y-ti tt1xLW lsp. nr"• ' da0z 01-22411 ' sheen Al A.. - J ANCHORAGE TAPCON: BLOCK TO EXT. FRAME SHEAR STRENGTH CONNECTION (TYP_ SPACING) TAPCON: 3/16" ® 12" 0 EXP. BOLT: 1/2" ® 48" 0. SHEAR STRENGTH OR ANCHOR LIGHTWEIGHT r3/16- EMBEDMENT HOLLOW BLOCK 1-1/2" 846 LBS. 1-1 2" 1075 LBS. J-BOLT: 1/2" 0 48" O.C)K TEST REPORT N 150-20068/ PROFESSIONAL SERVICE INDUSTRIES,INC.SEE MFG. SPECS. FOR BIT SIZES & TECHNICAL f 1 INFORMATION EXPANSION BOLTS: RAWLS PRODUCT LOCATION EMBED DIA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHE RAWL-BOLT GROUTED MASONRY 2 5" 1/2" 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 THROUC=H FOOTING 2 SIZES LARGER THAN GROUTED SOLI AROUND PIPE PIPE PASSING THROUGH SLEEVE SHALL BE SLEEVE 2 SIZES LARGER THAN PIPE PASSMG THROUGH _ THICKENED SLAB UNDER SEE FOUNDATION PLAN FOR REBAR QUANTITY Y 05 REBAR WITHIN FOOTING CONCRETE: FOOTER W/ 25" MIN. SPLICE OVERLAP (SEEFOUNDATION PLAN FOR 51ZE)- TYPICAL FOOTING DETAIL F_: z 0 _J Q W 0 z 0 Q z 0 It Cy) gi C) Lo p d ip2a Jill EGRESS ;� EGRESS !I t�--,-1-1----=- - '- -------- li V;LAT aA d r CAFII'ET AR '2 II'� BEDRM °3 ;; BEDRM 3 111 IF FLAT CLC. �; V RAT a& - II CAOv RR CARPET RR 7668 - FR iS i Dal WC 5 la• 4•-2 _ _ _ _ _ I Oa - c" )LAY T66g 1x6 608081 Tbbg g�^ � - Io66 IxFVwtl Uat BAT FR.S I a • BATH 02 R j 8'fIAT0. . „� vim n v Rat 0.G 266g 7, 11B 1 V*M FLR a•ml R.4R0! 51aLaER ` oPr. v �• Fu our I FO 4• TO 8'-D" FOR _0• FOR TUB •_ 1• 11'-11 la TUB DR4RJ. i E • �•- F t-R 15 1X6 = -_ - YEIWALL _, _-_ 76G8 NOTE: AIR HANDLER TO NAVE 0 _ 9 ________&�__ +D ____ MIN. GF 4" CLEARANCE CN 9 CCC1Q - ALL 6IDE5 AND ENCLOSURE SPACE SHALL BE MIN. 12" = WIDER THAN APPLIANCE CL05ET t DOOR w/ OPT. BED ROOM 04 MASTER BEDRM OM 9 F RAT CLG g Et CAAPET FIR Ns s la r am -4 la• - EGRESS 44 V TX+ aw. C0.. SH-25 06w-� SH-25 SH-25 DBL-25 (+22/ -24) (+22/ -24) (+22/ -29) _ _ 021'' -28) _ EGRESS - r a1_ 000 SO a WA"� n uB D vp w • IN n . �ry w� EMU ttn N A rry --------------- 1 OPT 0 COW. PAT i I m 19- SW23 • I S ( b16X610 TE m/- PAT DEO 1 S 25 SH-25 - (+22/ -24) 1 000 (*Z2/ -24) - 022/ -24 -p �r2 0211 KITCHEN Iva-, OXF NOOK --- O VRAT (LG vRAT CIA f**.. Yom RR WpW v►m KR °FAMILY RM- 0 • w RAT cm CARPET FLR t 1 I "au _ 71 1{J1 1 :AELY4/i -FEflr ____ 2868 it LAUNDRY .. " II �! 13R� Wa` a / 11. ve117 RR I II T Sr_ 5W. WALL 3•-O•A.'-6" 0rE W , cuA� FM DINING RM I I A/C LME X RAT CL& I i CAF4 ES FLR I 1 - . 2-11. i 11 2-CAR GARAGE = _ F RAT CLh - CCNC PLR W NIGH $TOP M L- WALL --- - -- -- BF1a WALL F, LIVING RM I I 1 6' RAT CL4 - et - 1 CARPET FLR IB' X T D.H D. (+19/ -23) I - ANEL rRECA51 I LWR W (I) 5 f4 1/ -23) nT_ DHL-25 (-21/ -21) lst FLOOR PLAN SCALE = 1/4°= P-0• VI14'XI EL 'X4' TILE I g2 4EP1 ELEV. ( 1�OTF=. 5EE 5TAIR DETAIL IN 5TRU-MRAL SHEET5 FOR ADDITIONAL G01,19TRUCTION RNIFORMATION S W _v Ta • � c i o = G >3 � I 6 Q x i W z_ W I , o V ® C W o Oar • ` v/ J WT-I a, o O LL 1 = F=— ill NN �e lL:L V F V €� 0 � legg 3dlt 5Q. FT. CALCULATION5 Ist FLOOR 1062 d 2r d FLOOR 1441 111 TOTAL LIV AREA 2509 LANAI 0. # ENTRY 15 OTHER 0 4214 o T ROPF 29H "PAN �40 #` .-TOTAL AREA--: `:"=•= 299f.�1Y:. fit_ alit CaiyncA Dr tY ' 4aM Dy_ AIM flE9�l dlsde•d b7Y aw hex OV=-01 sheet A2 0000 cm_FP WM TOP OF T LEAST 3'ABOVE IMC*EST PM I UVRE R P AND AT LEAST 7 WraM T W W ANY PART OF WM TV HORMWALLY. i COCKET 1 1 1 1, V-V - - ---------------------------------------------- --------------- ------------------------------------------------- STUCW 1966 BEARM -------------------- --- ------ - - - - ------ ----------- TEXTURED ®® D �a � FPIfSH —HATYP. 3 _________ __ _________ ip(IURED MASOWr F9•IISH FNfSH MOOR PHW GRADE- \MA SILL FRONT ELEVATION 'B' V,•.T-W ROOF MC" ROOF PITCH Q Q - II 1 I L �0000� TRt155 BEARkY _ _________________________ -__ 1,5'-44' y _4,4. --- -+7RUS5 BEARQY 1 Y TRM BEARJNG 1- J 8 ®' ----------------------------------------------------- ---0 ---- If8 TRI56 5"Pi G --------------------------------------------------- - TRJ55 BEAM -- _ --------------------------------__ TEXnw _-- rLnSar=rr // - ------------------------------------------------- - m� --- FFUSN ROOK - --------- ------ ------------------------ --- OPT wrmow ----------------------- --------- ----- --------------------------------------------- rExna�Ev --- ttnSatzY FINISH FLOOR m Fwm GRADELEFT IDE Y m FPlISN GRADE - \/ SCALE _ pie•= 1'-0" SCALE = ye°= 1'-0' PDOP PITCH } p- 1 51 1 rw>,6 eE oRING - --------- ----_ - - - — ---------------------- ----- 8'-0' ----- -------------- ------- -------- ------ U_____-_—e FBdSH FLOOR REAR E EVATlON scALE a ye°= r-0' IIRRISAME ENGINEERING .saes p m~ 00 U) O w _J w d w X w A a�= 3: FpF 0) kit s 6 O ; I Lo N �� 5 mAsbnc by- dAK 01-22-, H3—a =W/g) AC DISCCNW O to aS � _ _ __ _ � M�j---- n �1___ ________ _____ -__.1_______ it - iIit; in W C CELNG FAN PREWRHOPTJ 5 CMW. FAN PMM;UOPTJ 30 M ix px] 01 bL "I STRIP Ow C—Fn t. 1 A D¢ ; a x ar 25 � «, [Fn � loxb 100 Oxen / ---C7 CFn TO DOWtMRS _- - -- -,- - �\ TV CTRIGAL LEGEND t7" CLOSET =DOOR Ut/ �QCELW [,M(STDJ G1 � q OUMEx REC. ® DowPiT Fat ® � DETECTOR OPT. BEDROOM !4 —9 230 VOLT REr_ w:q WATER PROF REa 51C DETECTOR (WALL MOUNT) E jy� GA 9 GRCtM FAULT REC. 3WTPED FMOW .O TELEY 6m lJ! I M CELPG Fa! lSTD.1 Q 4 FEG 1r DECONIECT 1 © ANCTION 13Ox 1-1 RUO/ESCFNf FIX (D FLOOR OUTLET 3 SUTTC/t TRACK LfGNTPG �• 3 ENT SQTCH (� ROOD I — - -- �� 4 ENT `JINGH ¢ NCa1D. CEILNG Fix POIIEVV -0- fi11Ti10N -RECESSED L— � RECESSED LIGM (VAPOR F'FZdCF) DR -0- DOOR BELL (� /% �{� CEY.LY=fAN F'f�tUM1E V V =F- 2nd L� ECTRIG SCALE = 1/4" = I•-p' KITCHEN A 5GALE- 'n'=Y-O' c yr ciao 4U oPt. Vast KITCHEN B KITCHEN C SCALE- w-r-0'- SCALE- 14'4$ BATH D BATH E POWER W F SCALE- 4s'=T-O' SCALE- vtr-r SC-4E-.14•=T$ INTERIOR ELEVATIONS 1-1 1/a'=I'-o'- A DISP A IZ x Q 269 o. E ' TV x. n 200 / •\ �/ _ �•� --8�- - - - - - - U �% -- `� .- F/P! (sroJ W I e �/ oo 511 W 0 w i ; li `•, 20 it IEpp ' ELEr T. Cfl IIµtER REAIER ""71O v DIS(,QdJECI �/1 A(GD T w/ ,i CHASE FOR Z ' „to UPSTAIRS 1 O D x tD g• b• r -I H5 I JCF''1 t It 1.1.. WrA^�� ' RECESSED Lr4f i < v/ w 1 = — P Its QQ� �y5 GDA. •. iD x iD la 0 0 ? . \ L _ r n 100 -L J CFn �CELEYa FAN F1E61RE(Q'U may} 9 `J / 1 / `Jl ( 1 V)• V.TR IVY IVl• 2' VTR LAV LAV ML 2. 3' LIM I Vl 3• 1 VYV.TR LAV 1 V)' 3 ML. 3 - CCtB.O•V TUB Lf r rs. r 3' 2. 3' r wi LAV 1 V)• 3' T' 3' 2509 PLUMBING RISER e W L u .__I W W W oPi. r.OACNLiGHT oPT. coAcuLwur —� =F� I cY a' 1,(�t ELECTRICAL SCALE = 1/4' = I'-p' gas I W ENGINEERING i► V I's L sl i.vislara:_. a.rc a.....q. . drsiprlW try: rd ata.n. bY- dmw aes'gl cllecRad eY awn+ oEe� m a-0T sheet To PTRJ•l5 `A PL 8.0,QotmROD 25CKI ELECTRICAL RISER DIAC-JI50 A 4 WIRE SERVICE of 2./ 0 SER CABLE ..J B0 A mo RAMg/3 Mm9 DRYER V13m PAWL SM4LL AM 0/2 O3 "4 BARE CA LIGWTM CN2 104 M3 - LOAD TABLE M00a 50 ANTI 2 4oA 2A� g WPM 2 1 DRYER 30A I/P 10 1 P&AW5HER 20A VP - Q um I REFRIGERATOR 20A 4P Q 540 1 ptlP'LlSAL 10A VP - Q 5� 1 I. ZMER 20A UP sm. 2 2 SOU APPLMXE 20&W 0 30L10- b - b SA VP N 6Nf0 GARAGE DOOR OFETER- I A VP 14 sm 1 6. PADDLE FAN9YIb) 14 500 - SUB -TOTAL (CNTIS) 30,4VO I EL 100M WATTS AT M% loom MOTS _ RS-WIVFR V. Bpw 814TT$ - AC. 3~ MATT$ TOTAL 3AAM I IATTS WATTS TOTAL LOAD XVS Mb A" � SERVICE Siff " ATP$ 4 CAST-CRETE SAFE LOAD TABLES MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS I. Ft �anst Intels =3500 psi• - 3 ft I � W 6dnm00 3W 8" PRECAST / 2" RECESS DOOR U-LINTELS 4. rr.rrete mosvey units (trtU per. minmlm net. creo compressive strength = 1900 psi. F�bor prbvaied n p ."'t Intel per ASTM A615, CR 30. Field #stir per ASTM' A515 6R40 or EiRM. 6. Prestressta�.'strtt� per ASTM A416 Tide 2lO brr• reFrn¢iton. 1. 1T32 wre per ASTM A510. 8. Mkartrr per- ASTM C210.type M or 5. GENERAL NOTES 1. Provide full n- tar Bead and bed _pints. Shore Filled lintels as ret4ured. 3 InstallatnYl of Intel must canpty with the Lardutectu-al and/or strticturoF drrnvngs. 4. Lntels.al'e motufcchred with 5-1/2' :long notLhes at the ends to ol:Lo modote.vertrtol cell renfomng and 1 5. All Lapels meet or exceed. L/3_O vertcol def a Xl: �. except Intels 11'-4" and lamer with a normal tec tit of 8" meet or exceed LA80. 6 Bottom field added rebix to be locoted at the bottom of the Intel cwlty. 1 V32" dametler 199-e staTvps are welded to the bottom steel Far mechoncol anchorage. 8. Cast-n-place cant-t a may be provided in compo•' Ite Intel in lieu of rrrrrete mosorri units. 9. Safe loud rat lased an rational design analysis per ACI 318 old ALb 537 SAFE LOAI] TABLE NOTES 1. All values based on Minimum 4" bea mg. Exception: Safetoads for unfilled lintels must be reduced try 20% if bea rcc3 length Is less than Sofe loaEi, for all recessed lintels tosed an 8' nonnal bear119. 2. N.R. = Not Rated. 3. 5aFe h are total supervriposed allowable load on the seLtlon specified. 4. Safe loads based on grate 40 or grade 60 field retry. 5..Addhtionol lateral bad .ropaalty con be obtained tri the designer toy pr-oveing addrnal reinforced mosotry above the preco5t Intel. 6. One #1 retry may [a= substituted for two a5 1 ebcir5 In 8• Inlets 017111. 1. The designer may evaluate concentrated loads from the safe load tables bj cotcutotrg the maximum reslstmg moment and sheds of d-wvay from the face of support. 8. Fan corlporlte Intel Heights not strewn, use safe load from next lower he¢�ht. 9. All safe loads Inunitsof pounds per linear foot. NOTES: - . GRAVITY TYFe LEtTH 4'-4' (52") PRECAST H8 3053. 2482 3154 4929 : 9a4 6Beo M 482 6412 741 94C IS 4'-6054) PRECAST E "'n 7182 214 4481 $s 6�4 FM 344 4982ETKI 9MB UWZ 5'$'68)P23A5T185u532w 832 60 E53 25% ROM 385 4O14 &wv 656. 5814, bEm S' Kr(lb) PRE{AST -Es TR � I449 R24 240O 2816 3352 IIO3 209 3511 &4W -E86 5450 6M1 fi $" (80) PR�AST .- g� gms-n ':7M 2S6 3223 3872 - 4522 gm '6T1 2933 4all -5•k3D. 8M '6iQ1 l'-6' (90 ).f'RliAST 665 . 24-9 - 2944 3439 164,. Bl1 2329 I SE04 5492 6624. 932 9'-8* (1 ) PRECAST 3y 420 834 1253 D-a r342 6u 1aB6 53s 926 M -i a7i 2618 3595 ?815 8" PRECAST WZ 2" RECESS DOOR U-LINTELS UPLIFT LATER TYPE LEhGTN� ems4r emFl4if e�6 �_ �6 F'R1iAST 1244 1513 2413 32U]F42.2 4961 '(52) 932932 R44 Ei9 2399 3'D 485D SEFlG PRECAST Ir92 End 231 3a_4756 55T/.(S4") 853 1192 M55 2240 3036464354538s3 PRECAST 424• in2 n9s 2423 3659 4325M8) 224 IL12 rw 23St 3603 42m$OI501896•Has (lO) F'R�AST r142 23�2 3581 41% 469 469 8% 1099 WM 22BB 3491 4D6 (80) PRECAST -M 882 A3 2D42 2SE 301 3642 -- IIW TIB 9% 1468 M81 2509 3S Bri MO*) fiZECAST 688 647 13E mm 22m 2-m �21 lID 941 688 849 ®2 rE2 2225 25913 35l nl6) PRECAST 533• 45B 808 1123 44Fj F104 R95 56 6M 533 52l lOD9 f3i1 n28 2Dae z45O 'REDUCE VALUE BY 15% FOR GRADE 411 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 81f PRECAST & PRESTRESSED U-LINTELS GRAVITY tII4cIN rME am �e-m era -re eE6-IB Z'-10'i34) F?RECAST 230 ' 4 -8 E031 MM 90D4 IW72. WE-&- - 3166 44-8 WES 15M 90D4 0410 W86 3-6" (42) PRECAST 230 368 3Tn 4U" 6D01 'EIS 8630 4941 BE& 44-8 :f031 .IS?F 9004 D4E .u93E, 4'-0' f48) PRECAST Zp 23E 2496. 9461 4438 5410 6384 gib 261G 44-8 E039 -MM 90a4 R3412.. Vey' 4'-6" (54') PRECAST W,y nB1 -2Gst 34® 4141 .409G Yi44 -2nD T039 -MEM 9tp4 0412 9F6a 5'-4' (64) BAST 1184 -� _�IBD9 23r1 - .. 3336:: 3e46 -6FG 9751' 50'6.-54m :6424.149a 5'-10'(10) PRECAST .912 ®D1414 r2K.H : Hur,144i 4144 -545B6'-6" (18') PRECAST 93l 1255 3263 2146 335839112i5 '336 52W -IB4 B'i1"+ 68FD l'-6" (90) PRECAST l6l al9 615 2386. 1994 24ER 2986. 3333 1029, = 6T>:. MU.. SEB9 559E 6613 . 5041 9'-4" nl2) PRECAST 5-H 632 D41 . w1 i% ¢D M82 rs4 mzi U12 MM 2544 3i69' 40M - 31Z1 10'{i•n25) PRM-61' 45b as 915 1122 SM � 025 IS14 2D81 2T14 3133 2404 II'--4" (I�) PRECAST 445 E� � � "S IDb ,4- 935 E3i5 054 2441 335 4044 12'-O'Y144) PRECAST 414 . 8G4 R54 689 2014 . E'ih 181 e64 � �. 22m 2832 3fi0 13'-4"nFA) PRECAST 362 -IM 1028 M 635 1224 141E 485 148 KM 1435 1855 2343 29211 14'-0'((68) PRECAST 338 'a 648 9R IRD M62 MI R60 455 -M n03 13EIS N4 2Ei3 26E6 Ia'$' (116) 1'RE5T2E55E N.R. 1R rt NR rat 1R 1R rR 465 ..165 QD 2045 2610 3B5 365 15--4• M4.1 PRES 1,R rR rat 1R 1R 1R w 1R 420 695 R30 1855 230 2890 349a 11'-4• MW)PRESTRESSEM N.R. NR .tR 1R tR 1R KR 1R 30 rSM 950 14O 1900 22M 7F00 R'-4'(292) PRESTRF-iE N.RR NR IR w 1R rR 1st 1R 240 40D '60 D90 MM 1120 2ME) 21 -4• (25G) PRESTREy5,E NRL MR 1R rR 1R IR N¢ tR 183 am 610 940 Ei40 I18D 2110 22'-0Y2EMi)PRES NR W2 N2 NR tR IR tR PR 6D 3aO 510 sD ® w6D R1O 24'-O'(288'41ZTRE NR. 1R N2 1R 1R Mt Nt IR 130 1 24O 4-0 '720 -1030 1350 "a NOTES: I ALLIED MATERIALS 4 INSTALLATION I. retry in precast Intel ER60 per ASTM A615 - 2. retry in pared beam CIR40 ASTM A615 3. Ft far precast ""E's-=400 4* ft for f1eId concrete=3000ps1 5. concrete mosorry units per ASTM C-90 mftar ppeerr ASTM C2� We M on S 6. cvlculofvls try: Ric tcrd O. t�vnlm, P.E., Rddle-Newrtal Engineering Inc. 1. store oil Eonpo5lte lintels 4" O.C. 8. all ronponRe beams cotuloted with Ia5 n top OF b=om 9. safe toads based on rwmnol 8' tiecrng (4" mmmuml. �10. all loads slaws In pounds per Inear foot 11. for es not listed use next longer length fCr safe load FIELD REBAR J 5GR40 Q F C.M.U. lu (L J CONCRETE FILL of FIELD F2EBAR 4 "5 GR 40 > l� r 1-5/8"ACTUAL UPLIFT LATERAL � LENGTH BF 5-1T BFQ41 BF9641 8W aro-. _ 2'-IOY34) F'RECPST 2Q7 AM 4D1 5332 b%R _M 9055 =1 2021 21?'1 Z1B4 �3981 990 64i7T ,E�- 806'1 3-6" (4r) PRECAST 265 Z29i 32E0 4231 Sag bZ34 -WV 1251 1251 26s zz6 356 4u9 9DN 61761 7�6 4'-0' (48) PR13=A5T 181E RB9 28�-3SBD 4532 5391 6245 938 938 a31s � 2TSD 3593• 4422 Szst 6tD V-6' (54") PRECAST 66D r62 Z M 9251 4m0 4-63 -95M 12l 12l rf0 .rus. 2435. 3f'A.. .39r3 414a. 540E 5'-4" t64') PRECAST aR3! 1464- 2110 : Z.I41. ..33E-- 4p10" .4648 505 505. r3E 1434 -_m50 2610_ .'32� 3'.'-4544 5'-10'f1O) PRECAST QQ• 1351 FM 2935- 'BB4 96m: 4241 418 418 rZR �e6 ais � 2M7' 300 � �461 U-6• (18) PRECAST MI• 12M - rE3 2250 .2b9. 32911 38a l0l - 851 1141 1182 6B4 - �2R2 2� 326 3'H2 1•-6• (911) PRECAST 999• 912 14-6 rA4 2M4' Z191 3240 541 - 651 99D �D29 M6G � R01 2351.� 2Al -�3245 9'-4' Al_-) PRECAST .. e01• .612. 9M 1M9 EEO.: 052 ..2144 454 b3O 8D1 .� IR2- 159a 'RU � 220 --2634 10'-6Yt26) PRECAST 3i6 493 116 UI ®9 ®4 rill -2®4' 2358 11 -4" n36") PRECAST `•"• .439 15%, &" ID4 B09 Isis 363 556 666 595 -905- Q95 595 18% 2198 12'-0YI44') PRECAST GOY 4® 631 66 Uol nM T F"2 340 494 63� 486 818 laTi 1514 n99 2086 13-4'n60) PRECAST sm. 340 532 686 841-- 991 1153. 302 398 -5T3 409 682 D04 E61 631 MM 14'-0"n68) PRECAST 458• 36 493 63 T18 922- + 286 - EO 5118 9 629 922 1254 E61 106 243 .295 459 S8 124 851 �' w'$'D16) PRESTRF�{-F 243 352 582 852 II$ 1491 r142 N.R 351 15'-4'(IB47 PRE STRESSE 226 215 430 "fd 6T e01 925 NR 32l 22B 329 542 7i1 1012 as, 6T 1114" (208)PRESTRESE NR. 255 IB8 216 449 E49 814 sa 1389 R'-4•(132')PRES N.R. 204 165 239 363 950 TM 940 ME! 21'-4• (256") PRES N5 12% 218 356 433 92 9D NR Il2 22'-0T264)PRESTR M2 NO 2a 00 3% 268 4Tl 543 -63 418 &n 493 993 -958 N.R. 161 I37 205 322 451 6DI T71 94l 24'-0{288)PRES IZI 65 24a Ai- 380 441 56 N.R 135 124 I86 290 40B - Sde E.50 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD LINTEL TABLES ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH UNFILLED BLED FILED" PILLED FILLED FILLED" FILLED FILLED A -I 2'10" 6549 6251 10125 12000 121300 12000 - 12000 12000 - A-2 - 3b' 3838I 35.58 5231 A957. 11440 12000 12000 12000 A-3 4b" 2081 1914 3361 4616 6186 1269 8601 9924 A.-4 590• u26 1080 1810 2483 =F 3 3913 4631 535D A-5 lb' 902 1056 I844 2542 3294 4029 4190 5522 A-Ei 9'4" 656 636 1112 1534 1994 2436IU308 2902 3346 A-1 IOW 489 483 841 I11O 1522 1851 2211 2556 A-8 11'4" 502 612 1125 153D 2002 24552931 3389 A-9 178" 421 488 900 1224 IF304 19582360 21Z1 A-10 13.4' 349 419 1-34 1053 131W 1692 2024 2941 A-11 140" 342 313 590 938 1233 I510 2EI91 A-12 14'8" 308 394 618 842 1108 1352 1624 1819 A-13 n'4" 212 285 436 611 808 988 use t313o A-14 t9'4" 250 395 496 8513 168 14� 1698 1980 A-15 20-0- 225 365 413 184 1052 1300 15-0 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO LENGTH a"x8' .UNFILLED 8"X8" FILLED .8`X12' FILLED 87xhc" FILLED - 8"X20' FILLED 8'X24• FILLED 8'x28' .. FILLED B*X32' FILLED LATERAL LOAD 8X8. FILLED A-1 210` : 3096 315EF " 9194 1000o . Eo-m 7I0000 1 ldM IOp00 4408 A-2 3T." la3s .. la16 .. -9"s iOCIM . ` tOOM iEIOM MM IOC 2992` - A-3- 4TT• iCII& . . 1051 .. - 4224- ::5900 82L73 9440 tOOOO _ , 1415. A-4 5'10•. 515 603 2380 3319 4300 5303 6IE6. 11548 Tn A-5 lb• 345 310. 1421 t918 -255Z 9514 - 3661 6 661 A -Ea 9.4" 228 252 934 1295 1665 2059 254 - 423 A--1IOb" I� 209 l3 1049 1341 -I662 20 N4-1 329 A-8 11.4• am339 Fi92 911 IIID K52 FT5t 451 A-9 1218" 241 282 615 ma 991 1292 351 A-10 134• 253 - 253 SID 703 892 Ip9 nj 320 A-11 1413' 225 324 4-8 652 824 1 Ma A-12 MW FU 2N3 442 E09 -FA - 955 IIM 2F7 A-13 n'4' 145 253 351 483 605 155 914 185 A-14 19'4' 184 214 308 42O 525 561 115 826 213 A-15 2010" 114 1 203 296 40s SO4 630 680 1B6 198 I 0) C) CV J LU 0 14 1 L�J ►0 shy A5.1 . of. 4x4 PD5T WZ (L1=J . I Ur AND (V MTT28B 9 ®TTOM EPOwED TD BOND BEAM W/ -S/H' DIA THREADED ROD W/ 6' MINIMUM EMBEDMENT ROOF TRUSS LAYOUT 'B' KT.s SlEAT"ING. 2X4 WD. STUDS . 16. O.G. 7X4 BOTTOM PLATE -3/4• PLYWOOD .m4�5ANDD BOARD t 74. OL. T M06 MRR AAMCIM -U BLOCK UY - ®aTwaw T,E .EVERY 3rd STUD coNNEeTING FLoae TRUSS TO Ind FLOOR STIR F BLOCK TO 2ND. STORY STRAPPING 17-4-12 PLATE- 8-0-0 PLATE FLOOR TRUSS LAYOUT 'A' 8c 'B' �OTE: SEE TRUSS MFG.'S ENGINEERING ANDYOUTS FOR TRUSS -TO —TRUSS CONNECTORS ROOF TRUSS ANCHORAGE• 1) USE (U TYPE -V (OR MERCHMYaABLE TIE) FOR TRUSS TO FRAME - WALL OR BEAM cojMCrWN UNLESS NOTED OTFIEFWW. (UN.OJ 12 7) USE 0' TYPE •A• (OR R(>EROIIAIJC AB1-E tiE) FOR rra19s t0 BLOCK 5 - WALL CON EGTION (UNAI 3) USE; EI#h176-N (OR SABLE TIE FOR ALL JOIST HANGER GOWiECTiONB =1 4) US tX 16d OR(3) J31 .3 V4• PASELODE CAN NAIL TO FASTEN JACK � 0-4-1 70HIP GII�DFR-(L•B) S) GABLE,IT:1%SE$;.RE0INRE WU iYPE W OR (U TYPE ' C• STRAP AT 4a• O,G EffYRt CQtTER OF Z. . b) ALLBTUDS'B110UP GM_ ER --TRUSSES $1 W-L BE EIT{ER COMEOTED W SQ'1PSi7N 9P4'BTRAI?S TOP AND BOTTOM IR ADWt>QN TO 07TER f. IC�'I45i�" STRAPPING OR Pj..Ws. 61111LAMY.4X.4 POS78 (7)-SP4's CH EACH ETA. 4xb. PC6TTi REa�BRE (3)-sP4'• ON EACH Ego- - �- ENG 1 N E E R i N C V BOlTC11 HALF OF MTSI6 TIRIJ66.S'W'. SHALL BE Eff6E7Y my (�oT) Tip -sow ram: (4o» 7N-s+n IU7APPED UNDER DOUBLE- TOP PLATE OR NEATLY FASTENED TO 3.5" YERTICAL STUD OR POST DEPENDING. OR ALKdi'ENr OF GIRDER AND PA 9= 161613 ALLOW SPI10M 0. mw STUDS OR POST BW.ELO- - uaws J. 41�RSON » SEE POST STRAPPIN S ON at AND nn.FLR- HELD BACK 1 " • PNW-1ATIC EQ1NALIWr MAY. BE. SUBSTITUTED _ FOR -IUND-NAL DEgIg1A710N9• . NA ALWA t 6" MAY 0 BABED Qt 'NATIONAL DE�ICJd SPECIFICATIONS� FOR wooD CO)ASTR1GT10N F%7M TABLE aDc.- 'ttMa AND - LatewlL LOAD DESKaN VALtEa' N4L SHEAR VALUE (b..) ad 1md - 12v 1r d 14e. 8" U) °w �LL0 {" D U) L- ^U) b �_ 5 o u)w 06 D O OO LL1 05W LL m a c"' �•a I 31$ o Ln Its 04 Imo E� d ,a, UV 10-104 NAILS F A BLOCKED DWPK9tAGM 7GNE IS CALLED FOR ON ROOF WALL STUDS- t HEADER - 'C' III/ H-10d NAILS ROOF FRAMING 1-EMDER (SEE COINIECTOR CHART PROVIDE 2x4 BLOCKPIt' • ALL PLYWOOD PANEL. EDGES t [ffNAULS• • BOTTOM OF LEADER SCHEDULE FOR TRUSS 4. O.C. FOR BLOCKED DIAPHRAGM ZONE STRAPS) .ad NAILS AT 6. OL. OR ad MARS AT 4 OL. OR EaJALNALEW DOUBLE TOP PLATE ECIUAUVALENT P"Ue1,ATIC FNUEtATIC HAL AT HEADER NAIL AT SUPPORTED EDGES g &JPPORfED EDGES AND (2) 2x60 Ulf IR' CDX FLITCH 146' OSB OR CDX AND BLOCKING AND Q' OL. '( Q' OL. FIELD FOR OTHER EXTERIOR SHEATHING - FIELD FOR SHAVED AREA AREAS OF ROOF - NAILED. WV 106 GALV- OF ROOF _ _- -_____ _ _ -. • 4 Or- EDGES ___,_ =- -- Q• OL. FIELD. . 055 SHEATHING \ HEADER STUDS 2.4 F.T. WALL STUD Of =_ OR yr COX TYP. . (3)IR• DIA ANCHOR __ 0 BOLTS TO BLOCK = _ FILL LENGTH WALL STUDS. DIA x W ANCHOR VY NC - _ _ - - - BOLTS EMBED 6 INTO. FOUNDATION W/ 9 2'x2'xVS' WA5MER5, Y LOCATED WITHIN 6' OF EACH END AND 32• oL. RSN RODE SHEATHING NAILING •Q' W/ I0-IOd NAILS • BOTTOM MAX_ ELSEWWERE - PATERN DETAIL O: WALL t HEADER STUD 2x4 P.T. BOTTOM PLATE v' STRAP EVERY OTHER STUD TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS FLOOR FRIV IING BLOCKING REQUIRED: PROVIDE 2X4 BLOCKWC IN THE (SHOWN s 24. O/C) FIRST THREE FRAI'IING SPACES AT 46. OL. REMAINDER TO BE BLOCKED AT 06. O.C. OR PAT RUN- , FA5TENIEU: FASTEN FLOOR SHEATHING TO FRAMING W1 WITH 5d COMMONS OR ad HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) 6. ON CENTER AT ALL PANEL EDGE FRAMING 2) T2' ON CENTER AT ALL INTERMEDIATE FRAMING -KIWTFIRE t MAI. IN FIRST FRAMING 5PACES1-9 413-O4 9(0" O.0 THEREFORE E FLOOR BRACING AT ENDWALLS 2 WOOD TRU59 STRAPPED AS SFIOU)N GN TRUSS LAYOUT (2) 2X- TOP PLATE DBL_ 2XS HEADER STRAP TIE FOR DBL 2XIO TY. HEADER FOR MAx OPENINK.G UN-O. 2X- BLOCKING - AT MID -SPAN iEN NGR 16. or_ STUD SPACING FOR INT. FRY*. FRAt-M WALL - - PLATE ANCHOR EVERY OTHER STUD (TYPJ EVERYL Clow- ExPAN51CN DOLT ' . ' ANCHORA5E 24. OL. FRAMING & STRAPPING INTER. BRG. WALL ®DOOR IBWD woop TRUSS STRAPPED AS _ TRU35 A OUT LIMITING HEICGHTfS 2.2X4 TOP EXTERIOR' STUD5 PLATE SRE STLD hATER1AL ! O/G SPACING MAX FIi. T� - I'm 2• X 4' SPfdJcF FIR..24• OAG B'-4' �T ld .. 4. 8PFd10E. FIR ib•OAG 10.'-0• 2•x468� 2' X _ 2- X 4- SPRUCE, FIR Q' O/C 2• X 4' SOUTHERN Pl[E 24. 0/C W-W 9'-0' @PLATE ANCHOR OTHER 41 SOUTH R4 PIE. I6. O/C. EY£RY W-0' STUD (TYP. STUD 2, x PINE Q' 01C tBOTTOM) Q,-W 2• X 41 SOUTHERN B �� 2• X 6• SPRUCE, FIR 24' OA: EXPANSION 6• SPRUCE. FIR 16. OIG �-� BOLTS 2• X • 4W Or- 4' _. 2' X 6• SPRUCE, FIR Ir OJc_ CMU WALL-1 STRAPPED AS $14OUN ON TRUSS LAYOUT 2X- BLOQIYs AT FUDSPAN I6. O:C: STUD SPACW. FOR wt. ewa apLATE ANCHOR t TSBOLTS • ------------------ W FRAMING &STRAPPING KNEEWALL OVER CMU WS EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL BXSXi6 t---P.T. 2X6 W/ 1/2' DIAM'J' CMU, (TYPJ \ BOL-T5. • 48' MAX. W( 6- TRUS$ •. MIN_ EMBED. (TYP.) DETAIL: TYPICAL JAMB FA5TENINC-s OVERHEAD GARAGE DOOR SCALE NLT.5_ 2IE -ESE REQUIREMENTS APPLY HEN WN DOW1 DOOR ANFAC UREWS FASTENING ETHOD 15 NOT SPECIFIED. PT p< DOCKS FOR WI K>OWS AND DOORS L) SFF MANUFACTURERS INSTALLATION INSTRUCTIONS. 2J ALL Um DOW: SHIMS MUST BE FULL WIDTH OF SASH. PT 2x BLAB FOR WIND01115 AND DOORS IJ INSTALL 3/16' DIAMETER SELF TAPPING CCNC. ANCHORS EIGHT (5) INCHES MAX FROM ENDS AND 24" ON CENTER MAX W/ I V4• MIN. EMBED. BED. INTO BLOCK FASTEN WNDOWDOOR TO PT BUCKS PER MANUFACTURERS INSTALLATION INSTRUCTIONS_ - iJ ALL WINDOW SHIMS MUST BE FULL WIDTH OF SASH TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FA5TENMG AND 35 F'SF RATMG) (100/03) 1 NAIL INTO 2 NAILS INTO TOPPLATE TOPPLATE PRE ENGINEERED � I ___ WOOD ROOK TRU55 _ �-� y___ ------- ;' ;. -2 AL • 24. DOUBLE TOP PLATE IB FRAMING & STRAPPING INTERIOR BEARING WALL AT MDLG 16. Or- STUD U-u 2X PX. BOTTOM PLATE --- • 32. OC, NOTE& GENERAL � Ir N GENERAL L LIVE LOADS: ROOF: 20pef FLOOR: 40pef STAIR 40pet Y, p N c 2. WIND SPEED 110" 3s 9-tt o 3. ALL WOW TO BE IN ACCORDANCE WITH THE FBL_ 2001 CHAPTER 9 4. ONLY UIRITTBN CHANGES APPRDVED BY THE ENGINEER SHALL BE PERMITTED- - < . CONCRETE x L ALL WORC TO BE FU STRICT ACCORDANCE WITM THE ACI 31D 2. MIX DESIGN CRITERIA. ALL CONCRETE TYPE 1 PORTLAND CEMENT. (ASTM C 60) BE 2500pe 1 FOR COMPRESSIVE STRENGTH • 28 DAYS SMALL SLABS AND FOO'TI1G5 aN® 90'0® ppet ELSEWHERE (UDJN.L � MAX91f1-:WATER-GEMtET(T RATO BY IIEIG"T FOLLCur- NON -AIR AIR. ? o m N �651VE E4TRA:I�ED ENTR.4RNED STf�EJGTH 1pei) .. j j0 DO- v W mbCOfiCRETE 05G�1CRETE 3000 5B 0-46 0 c si SLUMP -SLAB ON GRADE S. u O 5- a OTHER 5' WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL WEKGMT AGGREGATES IN COMPLIANCE WITM THE REGWIREMENTS OF ASTM C 33. 4. FIBEFM5M FOR -SLAB TO BE AT A RATIO OF .15 LBSIYARD. - FOUNDATIONS : Cn L FOOTI-Ya DESGN BASED ON MINI'Ati ALLOUL4BLE SOIL BEARING PTES5URE OF 2000 Pef. J 2. F FOOTIIG ELEVATION OCCURS IN DISTURBED)NSTABLE OR UNSUITABLE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. . THE. ENGINEER SHALL BE 3, PREPARATION OF THE 5UBGRADE TO FOLLOW RECOI-PMENDATICN S AS OUTLINED SOIL,O IN THE GEOTECHNICAL REPORT. 4. STEPSIN WALL FOOTINGS SMALL NOT EXCEED A SLOPE W OF (1) VERTICAL TO (2) HORIZONTAL z 5 $"ALL BE eS OPERATING VIBRATORY NEAR Q AC+E T�STRUCIURE' EXISTING STRAICTUREION TDO Avg D THE RISK OF D J MASONRY= L DESIGN, MATERIAL AND WOR#MAHSMIP SMALL BE IN ACCORDANCE IIATM THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 530J _ 2_ CELLS gDICATED TO BE FILLED SHALL BE GROUTED WT-H 3000 p.1 CONCRETE. (S' TO 10• SLUMP) 3. PROVIDE 25' LAP FOR STEEL • ALL LOCATION5, W 4. ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOAD5 w SMALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WTH CONCRETE: 5. CONCRETE BLOC" SHALL CONFOR'l TO ASTM C-W (28 DAY STRENGTH 2000 Pei) (f'--1500 P-Q, LAID IN RUNNING BOND. 6. MORTAR SHALL BE TYPE N. . T_ ALL RE -BARS SMALL BE GRADE 40 UNLESS U110. WOOD fi L ALL WOOD FRAMNG AND PRE-EM: VEERED WOOD TRU`v5E5 SHALL BE DE51C3NED, DETAILED, THE AND VIT14 THE PROCEDURES AND �QUIREMENTS OUTLINED IN THE LATEST FABRICATED IN ACCORDANCE EDITION OF THE NATIONAL DESIGN SMCFICATIO145 FOR WOOD CONSTRUCTIOR 2. THE WOOD TIW55E5 SMALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ALL DESIGN SHALL BE ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN CALCULATIONS SIGNED AND SEALED BY ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL g A LICENSED PROFESSIONAL 3. PERMANENT BRIDGING PERF ENDICULAR TO THE SPAN OF THE TRU55E5 SHALL BE PROVIDED A5 MANUFACTURER SMALL PROVIDE STATEMENT THAT a a REQUIRED BY THE TRU55 MMANFACTURER.TR1`-5 BOTTOM CHORD OF ROOF.TRUSSES ARE BRACED DURING UPLIFT CONDITION 5 gas 4. FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES - DRY USED AT ISM MAX. Mt C. GRADE NO2 OR SPRUCE FINE FIR O SOUTHER4 PSURFACES INE 1402 LO SOUTH GRADE 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE THE MANLFACTUT:ZER FOR EACH USE NCLUDNG R=cCM MENDED NAILS_ (HLGMES N 3 RECOMMENDED BY t CONNECTORS OR EQUIVALENT) AND 6• IN W € 6. ALLBOt_TS USED FOR WOOD COMINIMUM CONSTRUCTION SHALL BE A MINUM OF i/)' DIAMETER LENGTH (A5TM A-301) WTH.MK L V2' DIAMt WASWER UN-0- €� . F NOT 5HODU4, t PROVIDE FRAMNJG MEMBERS OF SIZE AND CF SPACINGS 5MOUK OR COMPLY WITH LIMITIG STUD HEIGHTS CHART_ DO NOT SPLICE STRUCTURAL MMEMMBERS BETWEEN SUPPORTS. O n U[I AND TO COMPLY WITH THE RECOhMENDED NAILING SCHEDULE FROM S. ANCHOR AND NAILING AS $HOUR EDITION. i THE STANDARD BUILDING CODE, LATEST 5. ROOF SHEATHING: T/16, 055 OR t/2' CDX tt SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS: lilt .G.�a -1 na-IMiSICIN14 RELATIVE TO SAME WHERE L CCNIRAGIVK... vc�. •• .. THEM ARE CONFLICTS BETWEEN ACTUAL. FIELD CONDRIONS AND DATA PRESENTED R THE SUCH CONDMONS SMALL BE CALLED TO THE ARCHITECTS ATTENTION AND NECESSARY ADJUSTMENTS . . MADEPER -HIS INSTRUCTIONS. mHx bweey. 2, FOR ANCHOR BOLTS USE wuGMES OR EQUIVALENT (A=36 OR A-301 STEEL) 3. PRO'VIDE 2X4 BLOCKII'G ON ALL SIDES CF THE RIDGE VENTS, WTV4 Sd NAILS AT 4' ON CENTER PRE ENGINEERED WOOD - FLOOR TRU55 • 24' OL. MAX drawalGUr bmwdasiPl ENGI RINGbwer.a,. 0.0 p PAe M?�K n.-wn dots 01.22-0M •A teR 1Ni13 1"Taalla[ A E)It IIgMS I�txYJ1 PF/ Sheet 9 _ -S 1 TOENIIA FLOOR 11RUSS TO TOP - . MAY 7 PLATE W/ 16 PENNY MAI_S, (2) - ON ONE SIDE, (U ON THE OTHER Oft BEARING WALL W/ NO UPLIFT GHtMNEY ROUT• � _ SADDLE CRICKET HATCH ROOF SLOPE ROUE. �q°t "K li ': ♦ . ftDof- ���--��„� ♦♦♦ - SADDLE CRICKET � - CHIMNEY TYP. DETAIL N.T.S. q In - NOTE: I I�• sP.ac� CLEAR of ALL FNIsII MATERIALS. NARDIWOD HANDR 416 2XI2TREAD E 7 °' I i COW. 2X4 NAIL TO F_ACH TRUSS t'F2'IBER. ROOF TRUSS W " SOLID ROCP TRUSS 065 OR In, CDX - FRAMING SECTION THRU CHIMNEY CH INTERIOR CHIMNEY H CD INTERIOR CHIMNEY DETAILS t� OF TWO 121SERS At4D ONE TREAD. EXCLUSIVE OF TIE PRDJECTICN OF NosMG, 6FU1LL BE NO LESS EXCEED 25' C, 61 eaTTarrG 0 a FLOOR PLAN ° EXT. 24' OL. - 2x4 COlROiIOUE J-1X4- Q 16. O/C �, OSB TOP PLA' Oc EA SIDE (TYPJ OR � 2-2x4 TOP PLATE TWO / V16. 06B x4 BLOCKMG OR I/)• CC :A SIDE (TYPJ 2x BL4 KAY GABLE - BRACE 2�X( / 16'40� 2X4. P.T. .SOT. PL-A . -. J-BOLTS OC EA SIDE ltYPJ AS 6HOUN �. UT. • 24' O,C.. ETRAP: 8 CLIP TO TOP C79 0lN • SOT. PLATE — CM WALL CM WAL WALL SECTION Q FRONT ELEVATION CHIMNEY DETAIL ECD EXTERIOR CHIMNEY DETAILS CONNECTION NTS- 3/4" FLOOR SI-IEATHINCs—\ THAN 24 NOR NOTE: SEE FLOOR I Z DEPTH PLAN FOR W TO 1/2" GAP TYP. jg TREAD DEP O 16" WOOI w TRI.156EE > O = 2XI2 2'0" O.GIf 2x12 STAIR StRRIGER W tL O W Ix LL 2x6 BRACMG I" NOSING MAX. DETAIL, - tu Q o BRACKET. IXfo RISER BACKING STAIR TREAD W X� "' W ` 2XI2 STRINGER FASTENED o �. DRIWALL ,p a BOTTOM 4 WEDGED 4 TOENAILED INTO 2-2XIO 2X STUD W L y�D WALL D� PTR� +' 2xr) STAIR W �. B TOP UP AT STAIRS 7>M ipEAD STRINGER j .. -- - /� I I F I C A L S I NG L E e.. weEn e..cwn 2X STUD WALL [DETAIL:T a 2X4STRWER LEDGER RUN STAIR HANDRAIL DRf6t4LL p,D 9K1RT �~ T�T��TbN 2x4 NAILER TO WALL DETAIL: STAIR TREAD WALL UPLIFT 6 OF 11TS16 MR 10d NAILS MR! P OF 3A6' FROM TR1ISS STRAPS TO PEW. TAPC0N5 TO CM MARFACRFER (strSOW (EACH STRAP) (EACH STRAP) 0-131 I l 4 132-14fi0 1 1 4 THE MISSED Fit 1 T=n CELLS CAN 13E REPAIRED BY EPDXY GROUTMG (V 5 REBAR (SEE EPDXY PROPERTIES AMD SPECPiCAMMS . CONCRESIVE LKWV LPL OR EOJNALENT ') MTO BOND BEAM AND INTO TIE FOOTMG FOR ALL FILLED CELLS 600UH CN PLANS BUT NOT FILLED M THE FIELD PROVIDE 6• MM. EMBED. AND 3/4.1 HOLE MTO BOTH TEE BGPGJ BEAM AND TEE FOOTMG IF 'A' STRAP Is MISPLACED I —TOP OF BOND BEAM OR FORGOTTEN AFTER TFE. .� tLow LMTEL. BEAM W/ (V 5 COW. saP60N MTM ATTACH TAPGONB EVERY OTHER HOLE NOTE. TAPCONE 6HOULD BE METALLED E '4STRICT AOOORDAHCE WTH TI MANFACTUfER'S RECCrRETAA110NE M S MISSED "A" STRAP DETALL TRUSS ibE 20 Ga. GALV.-------LBQ(D BEAR 0IT�F M T1a15G (1) 5 COM. PROVIDE 25'. . SPLICES (TYPJ FILLED� �-- 8' CM WALL--2 EPDXY GROItT 5 R MO FOOTMG ATO -TOP OF F'OOTER BEAM UN 6' r1I1 B'IBED - NOTE. EP'C6CY C�OIIT SHOULD BE.N6TALLED N STRICT AccoTmANCE WITH tHE rT.aaxACTl+�rrE FECOWERDATTCN9. MFC .MISSED FlLLEO CELL .DETAIL 24' 5 AT 4E' —T24•— O.C. 1 PROVIDE (V 5 AT 48• OL. V£RT..AND (2) 5. _ BELOW EA POST LOCATION FILL. ALL CELLS CoNC ALTEIa•1ATE WITH -i50m Pst HOOKS M FNM BRACE EXTERIOR SIDE 6" OF WALL DURMG — CCWAc:ncH o: THIS - AREA 5 • 48. Or - 'A 1 SIDE ELEVATION ----------------------------------------------------- STAIR AND LANDING DETAIL ENGINEERING GR OR (" 7H-Po6.T rAe (" 774-6q7 (��J ® PD. e= 161613 M-TAM M SPF4MM R U716 SEE PLAN FOR T SIZE ►Sows 3. wuxsox no s761r (V 5 CONT. PRCwIDE OPEN )C NEAD.JT. AT48• Q OG FOR SEEPS -SLOP!►: 0 GRADE'AWAY IFROM HOUSE `i W 5 3• _R COV. AS 2'-O` ALL REBAR (TYPJ RET WAIN G WALL AT PATIO R WP WM BRACE SIDE CF OIN.L ADEGLATELY 1711a1drs COrPACTION FOR PATIO SLAB, LEAVE BRACES M PLACE FOR T DAYS AFTER PAW SLAB IS POURED (2) SR'IP°.+ON T822 (243OLb. max UPLIFT) Or GIFEMM (2) t41JCsNES RT?ZtiY (293 max UPLIFT) or (2) SEMCO ADS-2 (34121-b: max UPLIFT) 2x4 POST SEE DOABLE T PLAN FOR L:IANTTTY PLATE Y Wt II 21AY DETAIL for (2,YaG WINSTITUTION - �1 for /ill! • GIRDER C4!`AIECTIOFI 1 - M4' . r-O' - Q J J w P QWw Q w�or__ Z Q UU� 0) 0 CV J w 0 6if ills e..npr- FIAIMIHM� d�EY•^I �. - As+rl by.'dm+r dealQl dl d dW..Mr b f S2 Of l 1 Y c'$ n toOp IU�N NJ <ws LL m� o. g'o o n � O � � o E I � C m m p � O ,S pN m O 0:. ^op n L 0 U= 01LL HANDRAIL TO HAVE A CIRCULAR CROSS SECTION DIAMETER BETWEEN 11/2" TO 2", OR TO PROVIDE GROSS I SECTION WITH EQUIVALENT O GRA5PA5ILITY PERFORMANCE 0 REFER TO FLOOR PLAN FOR STAIR j OF (2) RI5ER5 SECTION SPECIFIC TO THIS MODEL � .SUM * PLUS (1) TREAD MUST 2XI2 STRINGERS AT SIDES S CENTER j EQUAL 24." TO 25" OF STAIRS W/ 2X4 SPACER AT I SIDEWALL5. ATTACH SPACER TO EACH.STUD WITH (2)IOd NAILS. Z 3/4" SUB -FLOOR (\()K:2 FLOOR TRU55 2X5 STAIR LEDGER CONNECTED TO FLOOR TRUSS WITH IOd NAILS ob" O.C. d �ATTACH EACH 2X12 STRINGER TO LEDGER WITH (2)Ibd NAILS THRU W LEDGER INTO 5TRINGER AND (2)IOd � NAILS TOE -NAILED ON EACH SIDE F- ATTA R15ER TO EACH O X5TRIN ER W/(3)8d NAILS ~Q TREAD TO EACH STRINGER W/ (3)IOd NAILS AIR RUN" EXCLUSI E OF NOSING 7'rFICAL 5TAIR CON5TRUCiION DETAIL N.T.5. 4AY 2004 J Q 0 O J Q U U d FIBERSLASS S"W-A-Es OVER B•FELT OVER TM• OSB. WOOD TRUSSES STRAPPED AS SWCXN ON TRUSS LAYOUT w P.T. OVER D(8 COR OVER ZX& 3/8' RGIt SAUN PIE, SUBFASCIA DRl UALL - GRADE LLV CANT. ALIM VENTED scFFrt SEE FLR PLAN DBL. 2X8 HEADER FOR STRAPPING FOR 4'-6'. MAX. OPEKW,, DBL. 2XI0 3 VI' CONG SLAB HEADER FOR 5'-9' dWIBER'EC ST( COVER 3 In. C.0 SLAB MA)'- OPENING Ut10_ 6 MIL. VAPOR BARRIER OVER TREATED UK70D POST 0.EM1, C:oMPAGTED f� MOOR PLAN COMPACTED FILL PER FLAN FILL W) MONOLITHIC WRAPPED 1WSTUC:CO 4 .. FTG. IV 2 • 5 BARS OR OR SEE FLOOR ® PL® ® OO ® SE (SEE FLOOR FLAN) FOR F'05T SIZE GRADE GRADE 2 • 5 REBARS � . THICKENED SLAB AT SCP.SECTION COVERED PORCH K BEARING PORCH POST GUARDRAIL ELEVATION TYP. ROOF G Tfd13S 2X4 BLOCKING • 24' CTYP. LATERAL 84'f B ROOF TOP OFFRME tl!A .csS Tfdlf+5 LAYOUT (2) Rd NAILS 1 TO ROOF TRUSSES) C B .. 2-2XIm UNLESS '•) - 2) Rd NAILS (TYPI OTIFaUSE t10TfD IR• DRYWALL 2 - ZX TOP PLATE - Ol1 fi00R PL.NI - OV YY 32, OAG 1/2' DRYWALL R-W BATT INSULATIOI TYPICAL STUCCO 2- D STRAP TIES, O T)8•.,STUCGO OVERt FNISN (ALTERNATE R/5 CEDAR FNt5") .. (ONE EACH SIDE). OVER 6-FELT�-ONEF • TOP OF PRA-IE Wd ZX STUDS 16. O/C WOOD POST PER FLOOR PLAN 2X BOTT. PLATE W) I12"' AB. 32. O/C AND 'O. 32. O)C CON-. SLAB `��OR PLv /FOR POST SIZE INTERIOR PORCH EPP ELEVATION REAR PORCH POST NB BRACING AT NON —LOAD BIG. EXTERIOR WALL DETAIL MONOLITHIC DETAILS SIMILAR WOOD BALUSTER W/ DEC. WC)OD RAIL ABOVE THAT MEETS GRASPABILITY CODE IXB C- FIR CAF NEUJE POST �� y j/ D(12 C. FIR TRM =- / SKIRTI30ARD u / (INSIDE) STAIR CONSTR IMPERIA BEYOND WALL . NEWELL PC OOD RAIL )STER -AP ALL 3JEATH 2Xh HANDRAIL WVPLOWED RAIL CAP ABOVE THAT MEETS GRAEPABILITY CODE 2X2 BALUSIER--i���� I V D(R G. FIR SKIRTBOARD (HANDRAIL OVER) u / DEC. WOOD RAIL ,I ELITE `1 J/ W2 C. FIR SKIRT ,,. STAIR C.CMTR. PAST WALL I P S T A I R R A 1 L S Q S T A I R R A I L S Y b I1(2 ENGINEERING (WYT n6-iOD.T FM (Wn "H 71 M1613 ll(PIrCMIE SPF04M R M716 DETAIL 0 HANDRAIL NPEI t819 LATH Uof �. 0 LL cr- 0 W H C` 00 J J QQ F� w W 00